HomeMy WebLinkAboutBID - 6049 ASPHALT OVERLAY PROJECT (3)Administrative Services
Purchasing Divison
215 North Mason Street y 2nd Floor y P.O. Box 580 y Fort Collins, CO 80522-0580 y (970) 221-6775 y Fax (970) 221-6707 www.fcgov.com
ADDENDUM No. 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6049 Ashalt Overlay Project
OPENING DATE: 3:00 P.M. (Our Clock) April 17, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
CHANGE:
1. For clarification, millings shall become the property of the City of Fort Collins and shall be
delivered by the Contractor to the City's site located at 1500 Hoffman Mill Road.
2. The quantities have been revised. Bidders shall use the REVISED Bid Tab, enclosed. For
information purposes, a revised Quantity Estimate is also enclosed.
Prebid Attendees List attached.
Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any
questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
ADDENDUM 2
BID SCHEDULE - REVISED
City of Fort Collins
2007 Asphalt Overlay Project - Bid No. 6049
Unit Price Total
202.01 Grinding (planing) Surface Preparation <3" SY 1,150 $ $
202.02 Grinding (planing) Surface Preparation 3" to 5" SY 100 $ $
202.03 Grinding (planing) Surface Preparation 5" to 7" SY 11,500 $ $
202.04 Grinding (planing) Surface Preparation 7" to 9" SY 7,150 $ $
202.05 Taper Planing Adjacent to Gutter LF 100 $ $
202.06 Bobcat Style Milling < 3" SY 100 $ $
202.07 Bobcat Style Milling - Additional Inch Thichness SY/ IN 100 $ $
203.01 Excavation - General Less Than 100 CY CY 100 $ $
203.02 Excavation - General Over 100 CY CY 2,600 $ $
203.03 Excavation - Muck CY 35 $ $
203.04 Borrow - Less Than 100 Ton TON 25 $ $
203.05 Borrow - Over 100 Ton TON 4,600 $ $
203.06 Shouldering LF 1,000 $ $
208.01 Silt Fence LF 2,000 $ $
210.00 Reset Mailbox EA 5 $ $
210.01 Adjust Valve Box EA 155 $ $
210.02 Adjust Valve Box with Ring EA 5 $ $
210.03 Adjust Valve Box-Tyler 6860 Series, Item R 69, Screw Type
Ajustable Riser EA 5 $ $
210.04 Adjust and Replace Top Section of Valve Box EA 5 $ $
210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 5 $ $
210.06 Tyler 6860 Series, 16" Valve Box Top Section Without Lid (Part
Only) EA 5 $ $
210.07 Tyler 6860 Series, 26" Valve Box Top Section Without Lid (Part
Only) EA 5 $ $
210.08 Total Valve Box Replacement EA 5 $ $
210.09 Adjust Standard Manhole 24" EA 155 $ $
210.10 Adjust Special Manhole >24" EA 30 $ $
210.11 Adjust Manhole with Ring EA 5 $ $
306.01 Subgrade Preparation SY 2,000 $ $
306.02 Asphalt Recycling 5-10" SY 2,000 $ $
307.01 Class C Fly Ash Delivered & Spread 12" Depth @ 14% TON 1,100 $ $
307.02 Stabilize Subgrade - Tilled, Watered, & Compacted SY 16,500 $ $
403.01 HMA - Grading SX Parking Lot Overlay TON 250 $ $
403.02 HMA - Grading SX Basketball Court TON 50 $ $
403.03 HMA - Grading SX TON 11,000 $ $
403.04 HMA - Grading S, 64-28 Modified Binder TON 9,900 $ $
403.05 HMA - Grading S, 64-22 Binder TON 150 $ $
403.06 HMA - Grading SG TON 6,000 $ $
403.07 HMA - Patching - Remove & Replace TON 1,250 $ $
Contract Cost
Item No. Description Unit Contract Quantity
Page 1 of 2
ADDENDUM 2
BID SCHEDULE - REVISED
City of Fort Collins
2007 Asphalt Overlay Project - Bid No. 6049
Unit Price Total
Contract Cost
Item No. Description Unit Contract Quantity
403.08 HMA - Patching >10" Remove & Replace TON 35 $ $
420.01 Geotextile Paving Fabric SY 65,000 $ $
630.01 “No Parking” Sign With Stand Per Day Per Each 2500 $ $
630.02 Vertical Panel Without Light Per Day Per Each 500 $ $
630.03 Channelizing Drum Without Light Per Day Per Each 1500 $ $
630.04 Type I / II Barricade Without Light Per Day Per Each 300 $ $
630.05 Type III Barricade Without Light Per Day Per Each 1000 $ $
630.06 Size A Sign With Stand Per Day Per Each 2500 $ $
630.07 Size B Sign With Stand Per Day Per Each 1500 $ $
630.08 Size A Specialty Sign - Cost of Manufacturing Each 10 $ $
630.09 Size B Specialty Sign - Cost of Manufacturing Each 10 $ $
630.10 Cone With Reflective Strip Per Day Per Each 5000 $ $
630.11 Safety Fence Per Day Per Roll 50 $ $
630.12 Light Per Day Per Each 250 $ $
630.13 Advance Warning Flashing - or Sequencing Arrow Panel Per Day Per Each 25 $ $
630.14 Variable Message Board Per Day Per Each 20 $ $
630.15 Traffic Control Supervisor Per Day 80 $ $
630.16 Traffic Control Supervisor Per Hour 300 $ $
630.17 Flagging Per Hour 2000 $ $
TOTAL COST $
Dollars and Cents.
Signed Address
Company
Phone/Fax
Check One:
Individual Doing Business in Company Name
Corporation
Partnership
Page 2 of 2
SECTION 02500
QUANTITY ESTIMATE - REVISED
202.01 202.03 202.04 203.02 203.05 210.01 210.09 210.10 307.01
Grinding
Surface
Preparation <
3"
Grinding
Surface
Preparation
5" to 7"
Grinding
Surface
Preparation
7" to 9"
General
Excavation
>100 cy
Borrow
Over 100
Ton
Adjust
Valve Box
Adjust Std.
MH 24"
Adjust
Special MH
> 24"
Class C Fly
Ash
SY SY SY CY TON EA EA EA TON
MANHATTAN AREA
MANHATTAN DR HORSETOOTH RD TROUTMAN PKWY 0.00 0.00 0.00 0.00 0.00 18.00 8.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 18.00 8.00 0.00 0.00
EASTDALE DR AREA
EASTDALE DR STOVER ST STOVER ST 0.00 0.00 0.00 0.00 0.00 1.00 4.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 1.00 4.00 0.00 0.00
LANDINGS DR AREA
BOARDWALK DR S. COLLEGE AV LANDINGS DR 0.00 0.00 7144.45 428.98 772.16 15.00 7.00 0.00 168.65
LANDINGS DR BOARDWALK DR HORSETOOTH RD 0.00 11433.33 0.00 1905.56 3430.01 10.00 3.00 0.00 749.11
STARBOARD CT LANDINGS DR CDS 1116.67 0.00 0.00 186.11 335.00 3.00 1.00 0.00 73.16
1116.67 11433.33 7144.45 2520.65 4537.17 28.00 11.00 0.00 990.92
E. MULBERRY AREA
MULBERY ST S. COLLEGE AV RIVERSIDE AV 0.00 0.00 0.00 0.00 0.00 18.00 12.00 16.00 0.00
0.00 0.00 0.00 0.00 0.00 18.00 12.00 16.00 0.00
REMINGTON AREA
REMINGTON ST MAGNOLIA ST LAKE ST 0.00 0.00 0.00 0.00 0.00 13.00 4.00 11.00 0.00
0.00 0.00 0.00 0.00 0.00 13.00 4.00 11.00 0.00
PARKWOOD EAST AREA
EASTWOOD DR DRAKE RD KIRKWOOD DR 0.00 0.00 0.00 0.00 0.00 11.00 13.00 0.00 0.00
EASTWOOD CDS EASTWOOD DR CDS 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00
CREEKWOOD DR DRAKE RD E. STUART DR 0.00 0.00 0.00 0.00 0.00 8.00 8.00 0.00 0.00
CREEKWOOD DR CDS CREEKWOOD DR END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 23.00 23.00 0.00 0.00
FOX MEADOWS AREA
ANTELOPE RD END CARIBOU DR 0.00 0.00 0.00 0.00 0.00 1.00 12.00 0.00 0.00
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR 0.00 0.00 0.00 0.00 0.00 5.00 14.00 0.00 0.00
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR 0.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00
BOBCAT PL ANTELOPE RD END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
SECTION 02500
QUANTITY ESTIMATE - REVISED
MANHATTAN AREA
MANHATTAN DR HORSETOOTH RD TROUTMAN PKWY
EASTDALE DR AREA
EASTDALE DR STOVER ST STOVER ST
LANDINGS DR AREA
BOARDWALK DR S. COLLEGE AV LANDINGS DR
LANDINGS DR BOARDWALK DR HORSETOOTH RD
STARBOARD CT LANDINGS DR CDS
E. MULBERRY AREA
MULBERY ST S. COLLEGE AV RIVERSIDE AV
REMINGTON AREA
REMINGTON ST MAGNOLIA ST LAKE ST
PARKWOOD EAST AREA
EASTWOOD DR DRAKE RD KIRKWOOD DR
EASTWOOD CDS EASTWOOD DR CDS
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR
CREEKWOOD DR DRAKE RD E. STUART DR
CREEKWOOD DR CDS CREEKWOOD DR END
FOX MEADOWS AREA
ANTELOPE RD END CARIBOU DR
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR
BOBCAT PL ANTELOPE RD END
COYOTE PL ARTIC FOX DR END
DALL PL ARTIC FOX DR END
JAGUAR PL ANTELOPE RD END
KODIAK RD WAPITI RD CARIBOU DR
MULEY ST ANTELOPE RD WAPITI RD
PUMA PL ARTIC FOX DR END
RED WOLF PL END ANTELOPE RD
SLIVER TIP PL ANTELOPE RD END
WAPITI RD ARTIC FOX DR CARIBOU DR
WHITETAIL PL ARTIC FOX DR END
THE OVERLOOK AT WOODRIDGE
CLIFFSIDE CT OVERLOOK DR END
CRESTVIEW CT OVERLOOK DR END
GLENVIEW CT VISTA DR END
MEADOWVIEW CT VISTA DR END
OVERLOOK DR W. HARMONY RD WESTPOINT CT
PRAIRIEVIEW CT OVERLOOK DR END
SILVERVIEW CT SILVERGATE RD END
SILVERGATE RD W. HARMONY RD WESTPOINT CT
VIEWPOINT CT OVERLOOK DR END
VISTA DR SILVERGATE RD END
WESTPOINT CT OVERLOOK DR END
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
STREET
Units
FROM TO
TOTAL UNITS
307.02 403.03 403.04 403.06 403.07 403.10 403.09
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Asphalt Overlay Project
BID NO. 6049
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
April 17, 2007 – 3:00 P.M. (OUR CLOCK)
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020 Notice Inviting Bids 00020-1 - 00020-2
00100 Instruction to Bidders 00100-1 - 00100-9
00300 Bid Form 00300-1 - 00300-3
00400 Supplements to Bid Forms 00400-1
00410 Bid Bond 00410-1 - 00410-2
00420 Statements of Bidders Qualifications 00420-1 - 00420-3
00430 Schedule of Major Subcontractors 00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600 Bonds and Certificates 00600-1
00610 Performance Bond 00610-1 - 00610-2
00615 Payment Bond 00615-1 - 00615-2
00630 Certificate of Insurance 00630-1
00635 Certificate of Substantial Completion 00635-1
00640 Certificate of Final Acceptance 00640-1
00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2
00660 Consent of Surety 00660-1
00670 Application for Exemption Certificate 00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC-A GC-A1 - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
07/2001 Section 00020 Page 2
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 1
SECTION 00020
INVITATION TO BID
Date: March 23, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock,
on April 17, 2007, for the Asphalt Overlay Project; BID NO. 6049. If
delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort
Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580,
Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly
received will be publicly opened and read aloud.
This is a one year agreement but, at the option of the City, the Agreement may
be extended for additional one year periods not to exceed two (2) additional
one year periods. Pricing changes shall be negotiated by and agreed to by
both parties and may use the Denver - Boulder CPI-U as published by the
Colorado State Planning and Budget Office as a guide. Written notice of
renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
The Contract Documents provide for the construction of Bid 6049 Asphalt
Overlay Project: This work shall consist of asphalt milling, asphalt patching,
asphalt overlays, geotextile paving fabric, manhole and valve box adjustments,
and the associated traffic control on designated streets in the City of Fort
Collins. Specific locations are described in Section 03500, Project Map.
All Bids must be in accordance with the Contract Documents on file with The
City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado
80524.
Contract Documents will be available March 26, 2007.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 10:00 a.m., on April 3, 2007, at 215 N. Mason St Conference
Room 1B, in Fort Collins.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
The Contract Documents and Construction Drawings may be examined online at:
City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp
Bids will be received as set forth in the Bidding Documents.
07/2001 Section 00020 Page 2
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a
Payment Bond guaranteeing faithful performance and the payment of all bills
and obligations arising from the performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date
fixed for opening Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any
informalities and irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany
each Bid in the form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City
Council, shall have a financial interest in the sale to the City of any real
or personal property, equipment, material, supplies or services where such
officer or employee exercises directly or indirectly any decision-making
authority concerning such sale or any supervisory authority over the services
to be rendered. This rule also applies to subcontracts with the City.
Soliciting or accepting any gift, gratuity favor, entertainment, kickback or
any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited
City of Fort Collins
By ______________________________________
James B. O'Neill, II, CPPO, FNIGP
Purchasing/Risk Management Director
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Asphalt Overlay Project
BID NO. 6049
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
April 17, 2007 – 3:00 P.M. (OUR CLOCK)
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020 Notice Inviting Bids 00020-1 - 00020-2
00100 Instruction to Bidders 00100-1 - 00100-9
00300 Bid Form 00300-1 - 00300-3
00400 Supplements to Bid Forms 00400-1
00410 Bid Bond 00410-1 - 00410-2
00420 Statements of Bidders Qualifications 00420-1 - 00420-3
00430 Schedule of Major Subcontractors 00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600 Bonds and Certificates 00600-1
00610 Performance Bond 00610-1 - 00610-2
00615 Payment Bond 00615-1 - 00615-2
00630 Certificate of Insurance 00630-1
00635 Certificate of Substantial Completion 00635-1
00640 Certificate of Final Acceptance 00640-1
00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2
00660 Consent of Surety 00660-1
00670 Application for Exemption Certificate 00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC-A GC-A1 - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
07/2001 Section 00020 Page 2
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 1
SECTION 00020
INVITATION TO BID
Date: March 23, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock,
on April 17, 2007, for the Asphalt Overlay Project; BID NO. 6049. If
delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort
Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580,
Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly
received will be publicly opened and read aloud.
This is a one year agreement but, at the option of the City, the Agreement may
be extended for additional one year periods not to exceed two (2) additional
one year periods. Pricing changes shall be negotiated by and agreed to by
both parties and may use the Denver - Boulder CPI-U as published by the
Colorado State Planning and Budget Office as a guide. Written notice of
renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
The Contract Documents provide for the construction of Bid 6049 Asphalt
Overlay Project: This work shall consist of asphalt milling, asphalt patching,
asphalt overlays, geotextile paving fabric, manhole and valve box adjustments,
and the associated traffic control on designated streets in the City of Fort
Collins. Specific locations are described in Section 03500, Project Map.
All Bids must be in accordance with the Contract Documents on file with The
City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado
80524.
Contract Documents will be available March 26, 2007.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 10:00 a.m., on April 3, 2007, at 215 N. Mason St Conference
Room 1B, in Fort Collins.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
The Contract Documents and Construction Drawings may be examined online at:
City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp
Bids will be received as set forth in the Bidding Documents.
07/2001 Section 00020 Page 2
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a
Payment Bond guaranteeing faithful performance and the payment of all bills
and obligations arising from the performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date
fixed for opening Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any
informalities and irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany
each Bid in the form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City
Council, shall have a financial interest in the sale to the City of any real
or personal property, equipment, material, supplies or services where such
officer or employee exercises directly or indirectly any decision-making
authority concerning such sale or any supervisory authority over the services
to be rendered. This rule also applies to subcontracts with the City.
Soliciting or accepting any gift, gratuity favor, entertainment, kickback or
any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited
City of Fort Collins
By ______________________________________
James B. O'Neill, II, CPPO, FNIGP
Purchasing/Risk Management Director
SECTION 00100
INSTRUCTIONS TO BIDDERS
12/03 Section 00100 Page 1
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the
Standard General Conditions of the Construction Contract (No. 1910-8,
1990 ed.) have the meanings assigned to them in the General Conditions.
The term "Bidder" means one who submits a Bid to OWNER, as distinct from
a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder"
means the lowest, qualified, responsible and responsive Bidder to whom
OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or
Invitation to Bid, Instructions to Bidders, the Bid Form, and the
proposed Contract Documents (including all Addenda issued prior to
receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the
Invitation to Bid. No partial sets will be issued. The Bidding
Documents may be examined at the locations identified in the Invitation
to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids;
neither OWNER nor Engineer assumes any responsibility for errors or
misinterpretations resulting from the use of incomplete sets of Bidding
Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410,
00420, and 00430 fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available
on the above terms, do so only for the purpose of obtaining Bids on the
Work and do not confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must
submit at the time of the Bid opening, a written statement of
qualifications including financial data, a summary of previous
experience, previous commitments and evidence of authority to conduct
business in the jurisdiction where the Project is located. Each Bid must
contain evidence of Bidder's qualification to do business in the state
where the Project is located or covenant to obtain such qualification
prior to award of the contract. The Statement of Qualifications shall be
prepared on the form provided in Section 00420.
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.
12/03 Section 00100 Page 4
The number of days within which, or the date by which the Work is to be
substantially complete and also completed and ready for Final Payment
(the Contract Times) are set forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
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.
12/03 Section 00100 Page 5
11.1. A copy of the Bid Form is bound in the Contract Documents which
may be retained by the Bidder. A separate unbound copy is enclosed for
submission with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices
on the form must be stated in words and numerals; in case of conflict,
words will take precedence. Unit prices shall govern over extensions of
sums.
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
12/03 Section 00100 Page 6
the notation "BID ENCLOSED" on the face of it.
13.2. Bids shall be deposited at the designated location prior to the
time and date for receipt of Bids indicated in the Invitation to Bid, or
any extension thereof made by addendum. Bids received after the time and
date for receipt of Bids will be returned unopened. Bidder shall assume
full responsibility for timely delivery at the location designated for
receipt of Bids.
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
12/03 Section 00100 Page 7
disregard all nonconforming, nonresponsive, unbalanced or conditional
Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if
OWNER believes that it would not be in the best interest of the Project
to make an award to that Bidder, whether because the Bid is not
responsive or the Bidder is unqualified or of doubtful financial ability
or fails to meet any other pertinent standard or criteria established by
OWNER. Discrepancies between the indicated sum of any column of figures
and the correct sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the
Bidders, whether or not the Bids comply with the prescribed requirements,
and such alternates, unit prices and other data, as may be requested in
the Bid Form or prior to the Notice of Award.
17.3. OWNER may consider the qualification and experience of
Subcontractors, Suppliers, and other persons and organizations proposed
for those portions of the Work as to which the identity of
Subcontractors, Suppliers, and other persons and organizations is
submitted as requested by OWNER. OWNER also may consider the operating
costs, maintenance requirements, performance data and guarantees of major
items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to
assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of the Bidder's proposed
Subcontractors, Suppliers and other persons and organizations to do the
Work in accordance with the Contract Documents to OWNER's satisfaction
within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest
responsive and responsible Bidder whose evaluation by OWNER indicates to
OWNER that the award will be in the best interest of the OWNER. Award
shall be made on the evaluated lowest base bid excluding alternates. The
basis for award shall be the lowest Bid total for the Schedule or, in the
case of more than one schedule, for sum of all schedules. Only one
contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful
Bidder a Notice of Award within forty-five (45) days after the date of
the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security.
12/03 Section 00100 Page 8
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.
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.
12/03 Section 00100 Page 9
END OF SECTION
SECTION 00300
BID FORM
7/96 Section 00300 Page 1
SECTION 00300
BID FORM
PROJECT: Bid 6049 Asphalt Overlay Project
Place
Date
1. In compliance with your Invitation to Bid dated
, and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of ______________________________________________________
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: _________________________________________________________.
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
_______through .
7/96 Section 00300 Page 2
7/96 Section 00300 Page 3
7/96 Section 00300 Page 4
9. PRICES
The foregoing prices shall include all labor, materials, transportation,
shoring, removal, dewatering, overhead, profit, insurance, etc., to cover
the complete Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the
Bid or change quantities at his sole discretion without affecting the
Agreement or prices of any item so long as the deletion or change does
not exceed twenty-five percent (25%) of the total Agreement Price.
RESPECTFULLY SUBMITTED:
________________________________ __________________
Signature Date
________________________________
Title
________________________________
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:___________________________
Address _____________________________________
_____________________________________
Telephone _____________________________________
7/96 Section 00410 Page 1
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 2
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned
as Principal, and as Surety, are
hereby held and firmly bound unto the City of Fort Collins, Colorado, as
OWNER, in the sum of $ ______________________ for the
payment of which, well and truly to be made, we hereby jointly and severally
bind ourselves, successors, and assigns.
THE CONDITION of this obligation is such that whereas the Principal has
submitted to the City of Fort Collins, Colorado the accompanying Bid and
hereby made a part hereof to enter into a Construction Agreement for the
construction of Fort Collins Project, Bid 6049 Asphalt Overlay Project.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 3
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20__, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL SURETY
Name:_____________________________ __________________________________
Address:__________________________ __________________________________
__________________________________ __________________________________
By:_______________________________ By: ______________________________
Title: ___________________________ Title:____________________________
ATTEST:
By:_______________________________
(SEAL) (SEAL)
7/96 Section 00420 Page 1
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive. This statement must be notarized. If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires.
1. Name of Bidder: _________________________________________________
2. Permanent main office address: __________________________________
3. When organized: _________________________________________________
4. If a corporation, where incorporated: ___________________________
5. How many years have you been engaged in the contracting business
under your present firm or trade name?___________________________
6. Contracts on hand: (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of completion.)
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
7. General character of Work performed by your company:
_________________________________________________________________
_________________________________________________________________
8. Have you ever failed to complete any Work awarded to you?________
If so, where and why?____________________________________________
_________________________________________________________________
9. Have your ever defaulted on a contract?__________________________
If so, where and why?____________________________________________
_________________________________________________________________
10. Are you debarred by any government agency? ______________________
If yes list agency name._________________________________________
7/96 Section 00420 Page 2
11. List the more important projects recently completed by your company,
stating the approximate cost of each, and the month and year completed,
location and type of construction.
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
12. List your major equipment available for this contract.
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
13. Experience in construction Work similar in importance to this
project:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
14. Background and experience of the principal members of your organization,
including officers:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
15. Credit available: $______________________________________________________
16. Bank reference:__________________________________________________________
17. Will you, upon request, fill out a detailed financial statement and
furnish any other information that may be required by the OWNER?
_________________________________________________________________________
18. Are you licensed as a General CONTRACTOR?________________________________
If yes, in what city, county and state? __________________________What
class, license and numbers?______________________________________________
19. Do you anticipate subcontracting Work under this
Contract?_________________
If yes, what percent of total contract?__________________________________
and to whom?_____________________________________________________________
20. Are any lawsuits pending against you or your firm at this time?__________
IF yes, DETAIL___________________________________________________________
_________________________________________________________________________
7/96 Section 00420 Page 3
21. What are the limits of your public liability? DETAIL
_________________________________________________________________________
What company?____________________________________________________________
22. What are your company's bonding limitations?_____________________________
_________________________________________________________________________
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications.
Dated at ________________ this ______ day of __________________, 20__.
_____________________________________________
Name of Bidder
By:__________________________________________
Title:_______________________________________
State of________________________
)
County of_______________________
___________________________________being duly sworn deposes and says that he
is ______________________of_____________________________ and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct.
Subscribed and sworn to before me this _______ day of
____________, 20__.
___________________________________
Notary Public
___________________________________
___________________________________
My commission expires _____________________________.
7/96 Section 00430 Page 1
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors
performing over 15% of the contract.
ITEM SUBCONTRACTOR
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
9/12/01 Section 00510 Page 1
SECTION 00510
NOTICE OF AWARD
Date:
TO:
PROJECT: Bid 6049 Asphalt Overlay Project
OWNER: CITY OF FORT COLLINS
(hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated ___________, 20__ for the above
project has been considered. You are the apparent successful Bidder and have
been awarded an Agreement for Bid 6049 Asphalt Overlay Project: This work shall
consist of asphalt milling, asphalt patching, asphalt overlays, geotextile
paving fabric, manhole and valve box adjustments, and the associated traffic
control on designated streets in the City of Fort Collins. Specific locations
are described in Section 03500, Project Map.
The Price of your Agreement is ________________________________________________
_______________________________________________________________________________
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award. Three (3) sets of the Drawings will be
delivered separately or otherwise made available to you immediately.
You must comply with the following conditions precedent within fifteen (15)
days of the date of this Notice of Award, that is by _________, 20__.
1. You must deliver to the OWNER three (3) fully executed counterparts of
the Agreement including all the Contract Documents. Each of the Contract
Documents must bear your signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security
(Bonds) as specified in the Instructions to Bidders, General Conditions
(Article 5.1) and Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle
OWNER to consider your Bid abandoned, to annul this Notice of Award and to
declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return
to you one (1) fully-signed counterpart of the Agreement with the Contract
Documents attached.
City of Fort Collins
OWNER
By:________________________________________
James B. O’Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
9/12/01 Section 00520 Page 1
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the day of in the
year of 20__ and shall be effective on the date this AGREEMENT is signed by
the City.
The City of Fort Collins (hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may be
the whole or only a part is defined as the construction of Bid 6049 Asphalt
Overlay Project: This work shall consist of asphalt milling, asphalt patching,
asphalt overlays, geotextile paving fabric, manhole and valve box adjustments,
and the associated traffic control on designated streets in the City of Fort
Collins. Specific locations are described in Section 03500, Project Map and
is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by City of Fort Collins Engineering Department,
who is hereinafter called ENGINEER and who will assume all duties and
responsibilities and will have the rights and authority assigned to ENGINEER
in the Contract Documents in connection with completion of the Work in
accordance with the Contract Documents.
ARTICLE 3. CONTRACT TIMES
This is a one year agreement but, at the option of the City, the Agreement may
be extended for additional one year periods not to exceed three (3) additional
one year periods. Pricing changes shall be negotiated by and agreed to by
both parties and may use the Denver - Boulder CPI-U as published by the
Colorado State Planning and Budget Office as a guide. Written notice of
renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
3.1 The Work shall be Substantially Complete within Eighty (80)working
days after the date when the Contract Times commence to run as provided in the
General Conditions and completed and ready for Final Payment and Acceptance in
accordance with the General Conditions within Eighty Five (85) working days
after the date when the Contract Times commence to run.
9/12/01 Section 00520 Page 2
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of
the essence of this Agreement and that OWNER will suffer financial loss if the
Work is not completed within the times specified in paragraph 3.1. above, plus
any extensions thereof allowed in accordance with Article 12 of the General
Conditions.
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter.
1) Substantial Completion:
One Thousand Dollars ($1000) for each working day or fraction
thereof that expires after the Eighty (80) working day period for
Substantial Completion of the Work until the Work is Substantially
Complete.
2) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500) for each
working day or fraction thereof that expires after the five(5)
working day period for Final Payment and Acceptance until the Work
is ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows: ($ ),
$ Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5.1.1. Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
9/12/01 Section 00520 Page 3
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 50% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
for payment.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95% of the Contract
Price, less such amounts as ENGINEER shall determine or OWNER may withhold in
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
9/12/01 Section 00520 Page 4
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4.2 of the General Conditions; and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports, studies or similar information
or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price,
within the Contract Times and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provision of
paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract Documents and
the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
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:
9/12/01 Section 00520 Page 5
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:
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be ,
and , 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of , 20__.
CONTRACTOR:
By:
Title:
SECTION 00600
BONDS AND CERTIFICATES
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (CONTRACTOR)
00660 Consent of Surety
00670 Application for Exemption Certificate
7/96 Section 00610 Page 1
SECTION 00610
PERFORMANCE BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto City
of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal
Corporation) hereinafter referred to as the "OWNER", in the penal sum of
in lawful money of the United States,
for the payment of which sum well and truly to be made, we bind ourselves,
successors and assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the day of ,
20__, a copy of which is hereto attached and made a part hereof for the
performance of The City of Fort Collins project, .
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its
duties, all the undertakings, covenants, terms, conditions and agreements of
said Agreement during the original term thereof, and any extensions thereof
which may be granted by the OWNER, with or without Notice to the Surety and
during the life of the guaranty period, and if the Principal shall satisfy all
claims and demands incurred under such Agreement, and shall fully indemnify
and save harmless the OWNER from all cost and damages which it may suffer by
reason of failure to do so, and shall reimburse and repay the OWNER all outlay
and expense which the OWNER may incur in making good any default then this
obligation shall be void; otherwise to remain in full force and effect.
7/96 Section 00610 Page 2
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of ,
20__.
IN PRESENCE OF: Principal
______________________________ ________________________________________
______________________________ ________________________________________
(Title)
________________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
_____________________________ By:_____________________________________
_____________________________ By:_____________________________________
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________ By:_____________________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
7/96 Section 00615 Page 1
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto the
City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a
(Municipal Corporation) hereinafter referred to as "the OWNER", in the penal
sum of in lawful money of the
United States, for the payment of which sum well and truly to be made, we bind
ourselves, successors and assigns, jointly and severally, firmly by these
presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the day of ,
20__, a copy of which is hereto attached and made a part hereof for the
performance of The City of Fort Collins project, .
NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
in the prosecution of the Work provided for in such Agreement and any
authorized extension or modification thereof, including all amounts due for
materials, lubricants, repairs on machinery, equipment and tools, consumed,
rented or used in connection with the construction of such Work, and all
insurance premiums on said Work, and for all labor, performed in such Work
whether by subcontractor or otherwise, then this obligation shall be void;
otherwise to remain in full force and effect.
7/96 Section 00615 Page 2
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of ,
20__.
IN PRESENCE OF: Principal
______________________________ By:___________________________________
______________________________ ______________________________________
(Title)
______________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
______________________________ ______________________________________
______________________________ ______________________________________
IN PRESENCE OF: Surety
______________________________ By:___________________________________
______________________________ By:___________________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
7/96 Section 00630 Page 1
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
7/96 Section 00635 Page 1
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: Bid 6049 Asphalt Overlay
Project
_____________________________
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
____________________________
____________________________ CONTRACTOR: ______________________________
____________________________
CONTRACT DATE:____________________________
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or
specified part of the project, as indicated above) is hereby declared to be
substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto.
This list may not be exhaustive, and the failure to include an item on it does
not alter the responsibility of the CONTRACTOR to complete all the Work in
accordance with the Contract Documents.
_________________________________ ________________________________________
ENGINEER AUTHORIZED REPRESENTATIVE DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time
indicated.
________________________________ By: ________________________________________
CONTRACTOR AUTHORIZED REPRESENTATIVE DATE
The OWNER accepts the project or specified area of the project as
substantially complete and will assume full possession of the project or
specified area of the project at 12:01 a.m., on . The
responsibility for heat, utilities, security, and insurance under the Contract
Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By: ________________________________________
OWNER AUTHORIZED REPRESENTATIVE DATE
REMARKS:
7/96 Section 00640 Page 1
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO:
Gentlemen:
You are hereby notified that on the day of , 20__, the City of
Fort Collins, Colorado, has accepted the Work completed by
for the City of Fort Collins project, Bid 6049 Asphalt Overlay Project.
A check is attached hereto in the amount of $________________________ as Final
Payment for all Work done, subject to the terms of the Contract Documents
which are dated ________________.
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date:___________________________.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
7/96 Section 00650 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: (CONTRACTOR)
PROJECT: Bid 6049 Asphalt Overlay Project
1. The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair of
the above described project.
2. In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants, or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
7/96 Section 00650 Page 2
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of
20__, by
Witness my hand and official seal.
My Commission Expires: .
Notary Public
7/96 Section 00660 Page 1
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR:
PROJECT: Bid 6049 Asphalt Overlay Project
CONTRACT DATE:
In accordance with the provisions of the Contract between the OWNER and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final
Payment to the CONTRACTOR shall not relieve the Surety Company of any of its
obligations to the OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of , ____ .
(Surety Company)
By
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact.
Section 00670 Page 1
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
Section 00670 Page 2
SECTION 00700
GENERAL CONDITIONS
SE
SECTION 00800
SUPPLEMENTARY CONDITIONS
7/96 Section 00800 Page 1
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with
City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the paragraph
numbers of the General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL). This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL).
9/99
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
9/99 Section 00950 Page 1
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE:
CONTRACTOR:
PROJECT NUMBER:
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost
4. Change in Contract Time:
__
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER 0.00
TOTAL PENDING CHANGE ORDER 0.00
TOTAL THIS CHANGE ORDER 0.00
TOTAL % OF THIS CHANGE ORDER
TOTAL C.O.% OF ORIGNINAL CONTRACT
ADJUSTED CONTRACT COST $ 0.00
(Assuming all change orders approved) _
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY: DATE: __
Project Manager
REVIEWED BY: DATE:
Title:
APPROVED BY: DATE:
Title:
APPROVED BY: DATE:
Purchasing Agent over $30,000
cc: City Clerk Contractor
Project File Architect
Engineer Purchasing
9/997/96 Section 00960 Page 1
Section 00960
APPLICATION FOR PAYMENT PAGE 1 OF 4
OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER:
APPLICATION DATE:
PERIOD BEGINNING:
ENGINEER: CONTRACTOR: PERIOD ENDING:
PROJECT NUMBER:
CHANGE ORDERS Application is made for Payment as shown below in connection with Contract
NUMBER DATE AMOUNT
The present status of the account for this Contract is as
follows:
1
2 Original Contract Amount:
3 Net Change by Change Order:
Current contract Amount: $0.00
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage: $0.00
Less Retainage:
Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the
CONTRACTOR.
Date: By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By:
Payment of the above Amount Due This Application is approved by the OWNER.
Date: By:
7/96 Section 00960 Page 2
CONTRACT AMOUNTS
APPLICATION FOR
PAYMENT PAGE 2 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
7/96 Section 00960 Page 3
CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4
Work Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00
PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
7/96 Section 00960 Page 4
STORED MATERIALS
SUMMARY PAGE 4 OF 4
On Hand Received Installed On Hand
Item Invoice Previous This This This
Number Number Description Application Period Period Application
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTALS $0.00 $0.00 $0.00 $0.00
Administrative Services
Purchasing Divison
215 North Mason Street 2nd Floor P.O. Box 580 Fort Collins, CO 80522-0580 (970) 221-6775 Fax (970) 221-6707 www.fcgov.com
ADDENDUM No. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid: 6049 Asphalt Overlay Project
OPENING DATE: 3:00 P.M. (Our Clock) April 17, 2007
To all prospective bidders under the specifications and contract documents described above,
the following changes are hereby made.
REPLACE: Bid Documents with the *attached.
(*attachment contains Bid documents, Bid Schedule and Specifications)
Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any
questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN
RECEIVED.
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Asphalt Overlay Project
BID NO. 6049
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
April 17, 2007 – 3:00 P.M. (OUR CLOCK)
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020 Notice Inviting Bids 00020-1 - 00020-2
00100 Instruction to Bidders 00100-1 - 00100-9
00300 Bid Form 00300-1 - 00300-3
00400 Supplements to Bid Forms 00400-1
00410 Bid Bond 00410-1 - 00410-2
00420 Statements of Bidders Qualifications 00420-1 - 00420-3
00430 Schedule of Major Subcontractors 00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600 Bonds and Certificates 00600-1
00610 Performance Bond 00610-1 - 00610-2
00615 Payment Bond 00615-1 - 00615-2
00630 Certificate of Insurance 00630-1
00635 Certificate of Substantial Completion 00635-1
00640 Certificate of Final Acceptance 00640-1
00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2
00660 Consent of Surety 00660-1
00670 Application for Exemption Certificate 00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC-A GC-A1 - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
07/2001 Section 00020 Page 2
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 1
SECTION 00020
INVITATION TO BID
Date: March 23, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock,
on April 17, 2007, for the Asphalt Overlay Project; BID NO. 6049. If
delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort
Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580,
Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly
received will be publicly opened and read aloud.
This is a one year agreement but, at the option of the City, the Agreement may
be extended for additional one year periods not to exceed two (2) additional
one year periods. Pricing changes shall be negotiated by and agreed to by
both parties and may use the Denver - Boulder CPI-U as published by the
Colorado State Planning and Budget Office as a guide. Written notice of
renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
The Contract Documents provide for the construction of Bid 6049 Asphalt
Overlay Project: This work shall consist of asphalt milling, asphalt patching,
asphalt overlays, geotextile paving fabric, manhole and valve box adjustments,
and the associated traffic control on designated streets in the City of Fort
Collins. Specific locations are described in Section 03500, Project Map.
All Bids must be in accordance with the Contract Documents on file with The
City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado
80524.
Contract Documents will be available March 26, 2007.
A prebid conference and job walk with representatives of prospective Bidders
will be held at 10:00 a.m., on April 3, 2007, at 215 N. Mason St Conference
Room 1B, in Fort Collins.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting.
The Contract Documents and Construction Drawings may be examined online at:
City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp
Bids will be received as set forth in the Bidding Documents.
07/2001 Section 00020 Page 2
The Work is expected to be commenced within the time as required by Section
2.3 of General Conditions. Substantial Completion of the Work is required as
specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a
Payment Bond guaranteeing faithful performance and the payment of all bills
and obligations arising from the performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date
fixed for opening Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any
informalities and irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany
each Bid in the form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City
Council, shall have a financial interest in the sale to the City of any real
or personal property, equipment, material, supplies or services where such
officer or employee exercises directly or indirectly any decision-making
authority concerning such sale or any supervisory authority over the services
to be rendered. This rule also applies to subcontracts with the City.
Soliciting or accepting any gift, gratuity favor, entertainment, kickback or
any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited
City of Fort Collins
By ______________________________________
James B. O'Neill, II, CPPO, FNIGP
Purchasing/Risk Management Director
SECTION 00100
INSTRUCTIONS TO BIDDERS
12/03 Section 00100 Page 1
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the
Standard General Conditions of the Construction Contract (No. 1910-8,
1990 ed.) have the meanings assigned to them in the General Conditions.
The term "Bidder" means one who submits a Bid to OWNER, as distinct from
a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder"
means the lowest, qualified, responsible and responsive Bidder to whom
OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or
Invitation to Bid, Instructions to Bidders, the Bid Form, and the
proposed Contract Documents (including all Addenda issued prior to
receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the
Invitation to Bid. No partial sets will be issued. The Bidding
Documents may be examined at the locations identified in the Invitation
to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids;
neither OWNER nor Engineer assumes any responsibility for errors or
misinterpretations resulting from the use of incomplete sets of Bidding
Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410,
00420, and 00430 fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available
on the above terms, do so only for the purpose of obtaining Bids on the
Work and do not confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must
submit at the time of the Bid opening, a written statement of
qualifications including financial data, a summary of previous
experience, previous commitments and evidence of authority to conduct
business in the jurisdiction where the Project is located. Each Bid must
contain evidence of Bidder's qualification to do business in the state
where the Project is located or covenant to obtain such qualification
prior to award of the contract. The Statement of Qualifications shall be
prepared on the form provided in Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort
12/03 Section 00100 Page 2
Collins in determining whether a bidder is responsible, the following
shall be considered: (1) The ability, capacity and skill of the bidder to
perform the contract or provide the services required, (2) whether the
bidder can perform the contract or provide the service promptly and
within the time specified without delay or interference, (3) the
character, integrity, reputation, judgment, experience and efficiency of
the bidder, (4) the quality of the bidder's performance of previous
contracts or services, (5) the previous and existing compliance by the
bidder with laws and ordinances relating to the contract or service, (6)
the sufficiency of the financial resources and ability of the bidder to
perform the contract or provide the service, (7) the quality,
availability and adaptability of the materials and services to the
particular use required, (8) the ability of the bidder to provide future
maintenance and service for the use of the subject of the contract, and
(9) any other circumstances which will affect the bidder's performance of
the contract.
3.3. Each Bidder may be required to show that he has handled former Work
so that no just claims are pending against such Work. No Bid will be
accepted from a Bidder who is engaged on any other Work which would
impair his ability to perform or finance this Work.
3.4 No Bidder shall be in default on the performance of any other
contract with the City or in the payment of any taxes, licenses or other
monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid,
to (a) examine the Contract Documents thoroughly, (b) visit the site to
familiarize himself with local conditions that may in any manner affect
cost, progress or performance of the Work, (c) familiarize himself with
federal, state and local laws, ordinances, rules and regulations that may
in any manner affect cost, progress or performance of the Work, (d) study
and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or
discrepancies in the Contract Documents.
4.2. Reference is made to the Supplementary Conditions for
identification of: Subsurface and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible
representation by Bidder that Bidder has complied with every requirement
of this Article 4, that without exception the Bid is premised upon
performing and furnishing the Work required by the Contract Documents and
such means, methods, techniques, sequences or procedures of construction
as may be indicated in or required by the Contract Documents, and that
the Contract Documents are sufficient in scope and detail to indicate and
convey understanding of all terms and conditions for performance and
furnishing of the Work.
12/03 Section 00100 Page 3
5.0 INTERPRETATIONS AND ADDENDA.
5.1. All questions about the meaning or intent of the Bidding Documents are to
be submitted in writing to the Engineer and the OWNER. Interpretation or
clarifications considered necessary in response to such questions will be
issued only by Addenda. Questions received less than seven days prior to
the date for opening of the Bids may not be answered. Only questions
answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
5.2. All questions concerning the scope of this project should be
directed to the Engineer. Questions regarding submittal of bids should
be directed to the City of Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as
deemed advisable by OWNER or Engineer.
5.4. Addenda will be mailed or delivered to all parties recorded by the
OWNER as having received the Bidding documents.
6.0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER
in the amount stated in the Invitation to Bid. The required security
must be in the form of a certified or bank cashier's check payable to
OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be
executed by a surety meeting the requirements of the General Conditions
for surety bonds.
6.2. The Bid Security of the successful Bidder will be retained until
such Bidder has executed the Agreement and furnished the required
contract security, whereupon Bid Security will be returned. If the
successful Bidder fails to execute and deliver the Agreement and furnish
the required contract security within 15 days of the Notice of Award,
OWNER may annul the Notice of Award and the Bid Security of that Bidder
will be forfeited. The Bid Security of other Bidders whom OWNER believes
to have reasonable chance receiving the award may be retained by OWNER
until the earlier of the seventh day after the effective date of the
Agreement or the thirty-first day after the Bid Opening, whereupon Bid
Security furnished by such Bidders will be returned. Bid Security with
Bids which are not competitive will be returned within seven days after
the Bid opening.
7.0 CONTRACT TIME.
The number of days within which, or the date by which the Work is to be
substantially complete and also completed and ready for Final Payment
(the Contract Times) are set forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
12/03 Section 00100 Page 4
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment
described on the Drawings or specified in the Specifications without
consideration of possible substitute or "or equal" items. Whenever it is
indicated on the Drawings or specified in the Specifications that a
substitute or "or equal" item of material or equipment may be furnished
or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective
date of the Agreement". The procedure for submittal of any such
application by CONTRACTOR and consideration by Engineer is set forth in
the General Conditions which may be supplemented in the General
Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of
principal subcontractors he proposes to use in the Work. Refer to
Section 00430 contained within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable
objection to any proposed Subcontractor, either may, before the Notice of
Award is given, request the apparent successful Bidder to submit an
acceptable substitute without an increase in Bid price. If the apparent
successful Bidder declines to make any substitution, OWNER may award the
contract to the next lowest responsive and responsible Bidder that
proposes to use acceptable subcontractors. Subcontractors, suppliers,
other persons or organization listed and to whom OWNER or Engineer does
not make written objection prior to the giving of the Notice of Award
will be deemed acceptable to OWNER and ENGINEER subject to revocation of
such acceptance after the effective date of the Agreement as provided in
the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor,
supplier or other persons or organizations against whom he has reasonable
objection. The use of subcontractors listed by the Bidder and accepted
by OWNER prior to the Notice of Award will be required in the performance
of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which
may be retained by the Bidder. A separate unbound copy is enclosed for
submission with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices
on the form must be stated in words and numerals; in case of conflict,
words will take precedence. Unit prices shall govern over extensions of
sums.
12/03 Section 00100 Page 5
11.3. Bids by corporations must be executed in the corporate name by the
president or a vice-president (or other appropriate officer accompanied
by evidence of authority to sign) and the corporate seal shall be affixed
and attested by the secretary or an assistant secretary. The corporate
address and state of incorporation shall be shown below the corporate
name.
11.4. Bids by partnerships must be executed in the partnership name and
signed by a partner, his title must appear under his signature and the
official address of the partnership must be shown below the signature.
11.5. Bids by joint venture shall be signed by each participant in the
joint venture or by an authorized agent of each participant. The full
name of each person or company interested in the Bid shall be listed on
the Bid Form.
11.6. The Bid shall contain an acknowledgement of receipt of all Addenda
(the numbers of which must be filled in on the Bid Form).
11.7. No alterations in Bids, or in the printed forms therefore, by
erasures, interpolations, or otherwise will be acceptable unless each
such alteration is signed or initialed by the Bidder; if initialed, OWNER
may require the Bidder to identify any alteration so initialed.
11.8. The address and telephone number for communications regarding the
Bid shall be shown.
12.0 BID PRICING.
Bids must be priced as set forth in the Bid Schedule or Schedules.
13.0 SUBMISSION OF BIDS.
13.1. Bids shall be submitted at the time and place indicated in the
Invitation to Bid and shall be enclosed in an opaque sealed envelope
marked with the Project title, Bid No., and name and address of the
Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement
of Bidders Qualifications, and Schedule of Subcontractors as required in
Section 00430. If the Bid is sent through the mail or other delivery
system, the sealed envelope shall be enclosed in a separate envelope with
the notation "BID ENCLOSED" on the face of it.
13.2. Bids shall be deposited at the designated location prior to the
time and date for receipt of Bids indicated in the Invitation to Bid, or
any extension thereof made by addendum. Bids received after the time and
date for receipt of Bids will be returned unopened. Bidder shall assume
full responsibility for timely delivery at the location designated for
receipt of Bids.
12/03 Section 00100 Page 6
13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and
will not receive consideration.
13.4. No Bidder may submit more than one Bid. Multiple Bids under
different names will not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly
executed (in a manner that a Bid must be executed) and delivered to the
place where Bids are to be submitted at any time prior to the opening of
Bids.
14.2. Bids may also be modified or withdrawn in person by the Bidder or
an authorized representative provided he can prove his identity and
authority at any time prior to the opening of Bids.
14.3. Withdrawn Bids may be resubmitted up to the time designated for
the receipt of Bids provided that they are then fully in conformance with
these Instructions to Bidders.
15.0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non-responsive) read aloud
publicly as indicated in the Invitation to Bid. An abstract of the
amounts of the Base Bids and major alternates (if any) will be made
available after the opening of Bids.
16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE.
All Bids shall remain open for forty-five (45) days after the day of the
Bid Opening, but OWNER may, in his sole discretion, release any Bid and
return the Bid Security prior to that date.
17.0 AWARD OF CONTRACT.
17.1. OWNER reserves the right to reject any and all Bids, to waive any
and all informalities not involving price, time or changes in the Work,
to negotiate contract terms with the Successful Bidder, and the right to
disregard all nonconforming, nonresponsive, unbalanced or conditional
Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if
OWNER believes that it would not be in the best interest of the Project
to make an award to that Bidder, whether because the Bid is not
responsive or the Bidder is unqualified or of doubtful financial ability
or fails to meet any other pertinent standard or criteria established by
OWNER. Discrepancies between the indicated sum of any column of figures
and the correct sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the
Bidders, whether or not the Bids comply with the prescribed requirements,
and such alternates, unit prices and other data, as may be requested in
12/03 Section 00100 Page 7
the Bid Form or prior to the Notice of Award.
17.3. OWNER may consider the qualification and experience of
Subcontractors, Suppliers, and other persons and organizations proposed
for those portions of the Work as to which the identity of
Subcontractors, Suppliers, and other persons and organizations is
submitted as requested by OWNER. OWNER also may consider the operating
costs, maintenance requirements, performance data and guarantees of major
items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to
assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of the Bidder's proposed
Subcontractors, Suppliers and other persons and organizations to do the
Work in accordance with the Contract Documents to OWNER's satisfaction
within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest
responsive and responsible Bidder whose evaluation by OWNER indicates to
OWNER that the award will be in the best interest of the OWNER. Award
shall be made on the evaluated lowest base bid excluding alternates. The
basis for award shall be the lowest Bid total for the Schedule or, in the
case of more than one schedule, for sum of all schedules. Only one
contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful
Bidder a Notice of Award within forty-five (45) days after the date of
the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the
Agreement with all other written Contract Documents attached. Within
fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the
required number of counterparts of the Agreement and attached documents
to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER
shall deliver one fully signed counterpart to CONTRACTOR. Each
counterpart is to be accompanied by a complete set of the Drawings with
appropriate identification.
20.0 TAXES.
12/03 Section 00100 Page 8
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work. Said taxes shall not be
included in the Contract Price. Reference is made to the General and
Supplementary Conditions.
21.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
22.0 PURCHASING RESTRICTIONS.
Purchasing restrictions: The Bidder's authorized signature of this Bid
assures the Bidder's compliance with the City's purchasing restrictions.
A copy of the resolutions are available for review in the Purchasing and
Risk Management Division or the City Clerk's office.
A. Cement Restrictions: City of Fort Collins Resolution 91-121
requires that suppliers and producers of cement or products
containing cement to certify that the cement was not made in cement
kilns that burn hazardous waste as a fuel.
23.0 COLLUSIVE OR SHAM BIDS.
Any Bid deemed by the City in its sole discretion to be a collusive or
sham Bid will be rejected and reported to authorities as such. Your
authorized signature of this Bid assures that such Bid is genuine and is
not a collusive or sham Bid.
24.0 BID RESULTS.
For information regarding results for individual Bids send a self-
addressed, self-stamped envelope and a Bid tally will be mailed to you.
Bid results will be posted in the Purchasing office seven (7) days after
the Bid Opening.
END OF SECTION
SECTION 00300
BID FORM
7/96 Section 00300 Page 1
SECTION 00300
BID FORM
PROJECT: Bid 6049 Asphalt Overlay Project
Place
Date
1. In compliance with your Invitation to Bid dated
, and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of ______________________________________________________
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: _________________________________________________________.
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
_______through .
8. BID SCHEDULE (Base Bid)
City of Fort Collins
Asphalt Overlay Project 2007 Bid 6049
Unit Price Total
202.01 Grinding (planing) Surface Preparation <3" SY 1,150 $ $
202.02 Grinding (planing) Surface Preparation 3" to 5" SY 100 $ $
202.03 Grinding (planing) Surface Preparation 5" to 7" SY 11,500 $ $
202.04 Grinding (planing) Surface Preparation 7" to 9" SY 7,150 $ $
202.05 Taper Planing Adjacent to Gutter LF 100 $ $
202.06 Bobcat Style Milling < 3" SY 100 $ $
202.07 Bobcat Style Milling - Additional Inch Thichness SY/ IN 100 $ $
203.01 Excavation - General Less Than 100 CY CY 100 $ $
203.02 Excavation - General Over 100 CY CY 25 $ $
203.03 Excavation - Muck CY 35 $ $
203.04 Borrow - Less Than 100 Ton TON 25 $ $
203.05 Borrow - Over 100 Ton TON 100 $ $
203.06 Shouldering LF 1,000 $ $
208.01 Silt Fence LF 2,000 $ $
210.00 Reset Mailbox EA 5 $ $
210.01 Adjust Valve Box EA 155 $ $
210.02 Adjust Valve Box with Ring EA 5 $ $
210.03
Adjust Valve Box-Tyler 6860 Series, Item R 69, Screw Type
Ajustable Riser
EA 5 $ $
210.04 Adjust and Replace Top Section of Valve Box EA 5 $ $
210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 5 $ $
210.06
Tyler 6860 Series, 16" Valve Box Top Section Without Lid (Part
Only)
EA 5 $ $
210.07
Tyler 6860 Series, 26" Valve Box Top Section Without Lid (Part
Only)
EA 5 $ $
210.08 Total Valve Box Replacement EA 5 $ $
210.09 Adjust Standard Manhole 24" EA 155 $ $
210.10 Adjust Special Manhole >24" EA 30 $ $
210.11 Adjust Manhole with Ring EA 5 $ $
306.01 Subgrade Preparation SY 2,000 $ $
306.02 Asphalt Recycling 5-10" SY 2,000 $ $
307.01 Class C Fly Ash Delivered & Spread 12" Depth @ 10% TON 1,300 $ $
307.02 Stabilize Subgrade - Tilled, Watered, & Compacted SY 20,600 $ $
403.01 HMA - Grading SX Parking Lot Overlay TON 250 $ $
403.02 HMA - Grading SX Basketball Court TON 50 $ $
403.03 HMA - Grading SX TON 11,000 $ $
403.04 HMA - Grading S, 64-28 Modified Binder TON 9,900 $ $
403.05 HMA - Grading S, 64-22 Binder TON 150 $ $
403.06 HMA - Grading SG TON 6,325 $ $
403.07 HMA - Patching - Remove & Replace TON 1,800 $ $
403.08 HMA - Patching >10" Remove & Replace TON 35 $ $
Contract Cost
Item No. Description Unit Contract Quantity
Page 1 of 2
8. BID SCHEDULE (Base Bid)
City of Fort Collins
Asphalt Overlay Project 2007 Bid 6049
Unit Price Total
Contract Cost
Item No. Description Unit Contract Quantity
420.01 Geotextile Paving Fabric SY 65,000 $ $
630.01 “No Parking” Sign With Stand Per Day Per Each 2500 $ $
630.02 Vertical Panel Without Light Per Day Per Each 500 $ $
630.03 Channelizing Drum Without Light Per Day Per Each 1500 $ $
630.04 Type I / II Barricade Without Light Per Day Per Each 300 $ $
630.05 Type III Barricade Without Light Per Day Per Each 1000 $ $
630.06 Size A Sign With Stand Per Day Per Each 2500 $ $
630.07 Size B Sign With Stand Per Day Per Each 1500 $ $
630.08 Size A Specialty Sign - Cost of Manufacturing Each 10 $ $
630.09 Size B Specialty Sign - Cost of Manufacturing Each 10 $ $
630.10 Cone With Reflective Strip Per Day Per Each 5000 $ $
630.11 Safety Fence Per Day Per Roll 50 $ $
630.12 Light Per Day Per Each 250 $ $
630.13 Advance Warning Flashing - or Sequencing Arrow Panel Per Day Per Each 25 $ $
630.14 Variable Message Board Per Day Per Each 20 $ $
630.15 Traffic Control Supervisor Per Day 80 $ $
630.16 Traffic Control Supervisor Per Hour 300 $ $
630.17 Flagging Per Hour 2000 $ $
TOTAL COST $
Dollars and Cents.
Signed Address
Company
Phone/Fax
Check One:
Individual Doing Business in Company Name
Corporation
Partnership
Page 2 of 2
7/96 Section 00300 Page 4
9. PRICES
The foregoing prices shall include all labor, materials, transportation,
shoring, removal, dewatering, overhead, profit, insurance, etc., to cover
the complete Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the
Bid or change quantities at his sole discretion without affecting the
Agreement or prices of any item so long as the deletion or change does
not exceed twenty-five percent (25%) of the total Agreement Price.
RESPECTFULLY SUBMITTED:
________________________________ __________________
Signature Date
________________________________
Title
________________________________
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:___________________________
Address _____________________________________
_____________________________________
Telephone _____________________________________
7/96 Section 00410 Page 1
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 2
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned
as Principal, and as Surety, are
hereby held and firmly bound unto the City of Fort Collins, Colorado, as
OWNER, in the sum of $ ______________________ for the
payment of which, well and truly to be made, we hereby jointly and severally
bind ourselves, successors, and assigns.
THE CONDITION of this obligation is such that whereas the Principal has
submitted to the City of Fort Collins, Colorado the accompanying Bid and
hereby made a part hereof to enter into a Construction Agreement for the
construction of Fort Collins Project, Bid 6049 Asphalt Overlay Project.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 3
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20__, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL SURETY
Name:_____________________________ __________________________________
Address:__________________________ __________________________________
__________________________________ __________________________________
By:_______________________________ By: ______________________________
Title: ___________________________ Title:____________________________
ATTEST:
By:_______________________________
(SEAL) (SEAL)
7/96 Section 00420 Page 1
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive. This statement must be notarized. If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires.
1. Name of Bidder: _________________________________________________
2. Permanent main office address: __________________________________
3. When organized: _________________________________________________
4. If a corporation, where incorporated: ___________________________
5. How many years have you been engaged in the contracting business
under your present firm or trade name?___________________________
6. Contracts on hand: (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of completion.)
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
7. General character of Work performed by your company:
_________________________________________________________________
_________________________________________________________________
8. Have you ever failed to complete any Work awarded to you?________
If so, where and why?____________________________________________
_________________________________________________________________
9. Have your ever defaulted on a contract?__________________________
If so, where and why?____________________________________________
_________________________________________________________________
10. Are you debarred by any government agency? ______________________
If yes list agency name._________________________________________
7/96 Section 00420 Page 2
11. List the more important projects recently completed by your company,
stating the approximate cost of each, and the month and year completed,
location and type of construction.
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
12. List your major equipment available for this contract.
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
13. Experience in construction Work similar in importance to this
project:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
14. Background and experience of the principal members of your organization,
including officers:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
15. Credit available: $______________________________________________________
16. Bank reference:__________________________________________________________
17. Will you, upon request, fill out a detailed financial statement and
furnish any other information that may be required by the OWNER?
_________________________________________________________________________
18. Are you licensed as a General CONTRACTOR?________________________________
If yes, in what city, county and state? __________________________What
class, license and numbers?______________________________________________
19. Do you anticipate subcontracting Work under this
Contract?_________________
If yes, what percent of total contract?__________________________________
and to whom?_____________________________________________________________
20. Are any lawsuits pending against you or your firm at this time?__________
IF yes, DETAIL___________________________________________________________
_________________________________________________________________________
7/96 Section 00420 Page 3
21. What are the limits of your public liability? DETAIL
_________________________________________________________________________
What company?____________________________________________________________
22. What are your company's bonding limitations?_____________________________
_________________________________________________________________________
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications.
Dated at ________________ this ______ day of __________________, 20__.
_____________________________________________
Name of Bidder
By:__________________________________________
Title:_______________________________________
State of________________________
)
County of_______________________
___________________________________being duly sworn deposes and says that he
is ______________________of_____________________________ and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct.
Subscribed and sworn to before me this _______ day of
____________, 20__.
___________________________________
Notary Public
___________________________________
___________________________________
My commission expires _____________________________.
7/96 Section 00430 Page 1
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors
performing over 15% of the contract.
ITEM SUBCONTRACTOR
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
9/12/01 Section 00510 Page 1
SECTION 00510
NOTICE OF AWARD
Date:
TO:
PROJECT: Bid 6049 Asphalt Overlay Project
OWNER: CITY OF FORT COLLINS
(hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated ___________, 20__ for the above
project has been considered. You are the apparent successful Bidder and have
been awarded an Agreement for Bid 6049 Asphalt Overlay Project: This work shall
consist of asphalt milling, asphalt patching, asphalt overlays, geotextile
paving fabric, manhole and valve box adjustments, and the associated traffic
control on designated streets in the City of Fort Collins. Specific locations
are described in Section 03500, Project Map.
The Price of your Agreement is ________________________________________________
_______________________________________________________________________________
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award. Three (3) sets of the Drawings will be
delivered separately or otherwise made available to you immediately.
You must comply with the following conditions precedent within fifteen (15)
days of the date of this Notice of Award, that is by _________, 20__.
1. You must deliver to the OWNER three (3) fully executed counterparts of
the Agreement including all the Contract Documents. Each of the Contract
Documents must bear your signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security
(Bonds) as specified in the Instructions to Bidders, General Conditions
(Article 5.1) and Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle
OWNER to consider your Bid abandoned, to annul this Notice of Award and to
declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return
to you one (1) fully-signed counterpart of the Agreement with the Contract
Documents attached.
City of Fort Collins
OWNER
By:________________________________________
James B. O’Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
9/12/01 Section 00520 Page 1
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the day of in the
year of 20__ and shall be effective on the date this AGREEMENT is signed by
the City.
The City of Fort Collins (hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may be
the whole or only a part is defined as the construction of Bid 6049 Asphalt
Overlay Project: This work shall consist of asphalt milling, asphalt patching,
asphalt overlays, geotextile paving fabric, manhole and valve box adjustments,
and the associated traffic control on designated streets in the City of Fort
Collins. Specific locations are described in Section 03500, Project Map and
is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by City of Fort Collins Engineering Department,
who is hereinafter called ENGINEER and who will assume all duties and
responsibilities and will have the rights and authority assigned to ENGINEER
in the Contract Documents in connection with completion of the Work in
accordance with the Contract Documents.
ARTICLE 3. CONTRACT TIMES
This is a one year agreement but, at the option of the City, the Agreement may
be extended for additional one year periods not to exceed three (3) additional
one year periods. Pricing changes shall be negotiated by and agreed to by
both parties and may use the Denver - Boulder CPI-U as published by the
Colorado State Planning and Budget Office as a guide. Written notice of
renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
3.1 The Work shall be Substantially Complete within Eighty (80)working
days after the date when the Contract Times commence to run as provided in the
General Conditions and completed and ready for Final Payment and Acceptance in
accordance with the General Conditions within Eighty Five (85) working days
after the date when the Contract Times commence to run.
9/12/01 Section 00520 Page 2
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of
the essence of this Agreement and that OWNER will suffer financial loss if the
Work is not completed within the times specified in paragraph 3.1. above, plus
any extensions thereof allowed in accordance with Article 12 of the General
Conditions.
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter.
1) Substantial Completion:
One Thousand Dollars ($1000) for each working day or fraction
thereof that expires after the Eighty (80) working day period for
Substantial Completion of the Work until the Work is Substantially
Complete.
2) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500) for each
working day or fraction thereof that expires after the five(5)
working day period for Final Payment and Acceptance until the Work
is ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows: ($ ),
$ Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5.1.1. Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
9/12/01 Section 00520 Page 3
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 50% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed. 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the application
for payment.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95% of the Contract
Price, less such amounts as ENGINEER shall determine or OWNER may withhold in
accordance with paragraph 14.7 of the General Conditions or as provided by
law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of the
General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
9/12/01 Section 00520 Page 4
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4.2 of the General Conditions; and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports, studies or similar information
or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price,
within the Contract Times and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provision of
paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract Documents and
the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
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:
9/12/01 Section 00520 Page 5
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:
To:
This notice is to advise you:
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within ( ) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be ,
and , 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of , 20__.
CONTRACTOR:
By:
Title:
SECTION 00600
BONDS AND CERTIFICATES
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (CONTRACTOR)
00660 Consent of Surety
00670 Application for Exemption Certificate
7/96 Section 00610 Page 1
SECTION 00610
PERFORMANCE BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto City
of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal
Corporation) hereinafter referred to as the "OWNER", in the penal sum of
in lawful money of the United States,
for the payment of which sum well and truly to be made, we bind ourselves,
successors and assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the day of ,
20__, a copy of which is hereto attached and made a part hereof for the
performance of The City of Fort Collins project, .
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its
duties, all the undertakings, covenants, terms, conditions and agreements of
said Agreement during the original term thereof, and any extensions thereof
which may be granted by the OWNER, with or without Notice to the Surety and
during the life of the guaranty period, and if the Principal shall satisfy all
claims and demands incurred under such Agreement, and shall fully indemnify
and save harmless the OWNER from all cost and damages which it may suffer by
reason of failure to do so, and shall reimburse and repay the OWNER all outlay
and expense which the OWNER may incur in making good any default then this
obligation shall be void; otherwise to remain in full force and effect.
7/96 Section 00610 Page 2
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of ,
20__.
IN PRESENCE OF: Principal
______________________________ ________________________________________
______________________________ ________________________________________
(Title)
________________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
_____________________________ By:_____________________________________
_____________________________ By:_____________________________________
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________ By:_____________________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
7/96 Section 00615 Page 1
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto the
City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a
(Municipal Corporation) hereinafter referred to as "the OWNER", in the penal
sum of in lawful money of the
United States, for the payment of which sum well and truly to be made, we bind
ourselves, successors and assigns, jointly and severally, firmly by these
presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the day of ,
20__, a copy of which is hereto attached and made a part hereof for the
performance of The City of Fort Collins project, .
NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
in the prosecution of the Work provided for in such Agreement and any
authorized extension or modification thereof, including all amounts due for
materials, lubricants, repairs on machinery, equipment and tools, consumed,
rented or used in connection with the construction of such Work, and all
insurance premiums on said Work, and for all labor, performed in such Work
whether by subcontractor or otherwise, then this obligation shall be void;
otherwise to remain in full force and effect.
7/96 Section 00615 Page 2
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or the
Specifications accompanying the same shall in any way affect its obligation on
this bond; and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of ,
20__.
IN PRESENCE OF: Principal
______________________________ By:___________________________________
______________________________ ______________________________________
(Title)
______________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
______________________________ ______________________________________
______________________________ ______________________________________
IN PRESENCE OF: Surety
______________________________ By:___________________________________
______________________________ By:___________________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond.
7/96 Section 00630 Page 1
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
7/96 Section 00635 Page 1
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: Bid 6049 Asphalt Overlay
Project
_____________________________
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
____________________________
____________________________ CONTRACTOR: ______________________________
____________________________
CONTRACT DATE:____________________________
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or
specified part of the project, as indicated above) is hereby declared to be
substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto.
This list may not be exhaustive, and the failure to include an item on it does
not alter the responsibility of the CONTRACTOR to complete all the Work in
accordance with the Contract Documents.
_________________________________ ________________________________________
ENGINEER AUTHORIZED REPRESENTATIVE DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time
indicated.
________________________________ By: ________________________________________
CONTRACTOR AUTHORIZED REPRESENTATIVE DATE
The OWNER accepts the project or specified area of the project as
substantially complete and will assume full possession of the project or
specified area of the project at 12:01 a.m., on . The
responsibility for heat, utilities, security, and insurance under the Contract
Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By: ________________________________________
OWNER AUTHORIZED REPRESENTATIVE DATE
REMARKS:
7/96 Section 00640 Page 1
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO:
Gentlemen:
You are hereby notified that on the day of , 20__, the City of
Fort Collins, Colorado, has accepted the Work completed by
for the City of Fort Collins project, Bid 6049 Asphalt Overlay Project.
A check is attached hereto in the amount of $________________________ as Final
Payment for all Work done, subject to the terms of the Contract Documents
which are dated ________________.
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified time from the following
date:___________________________.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
7/96 Section 00650 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: (CONTRACTOR)
PROJECT: Bid 6049 Asphalt Overlay Project
1. The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair of
the above described project.
2. In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants, or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
7/96 Section 00650 Page 2
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property and
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of
20__, by
Witness my hand and official seal.
My Commission Expires: .
Notary Public
7/96 Section 00660 Page 1
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR:
PROJECT: Bid 6049 Asphalt Overlay Project
CONTRACT DATE:
In accordance with the provisions of the Contract between the OWNER and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final
Payment to the CONTRACTOR shall not relieve the Surety Company of any of its
obligations to the OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of , ____ .
(Surety Company)
By
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact.
Section 00670 Page 1
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
Section 00670 Page 2
SECTION 00700
GENERAL CONDITIONS
SE
SECTION 00800
SUPPLEMENTARY CONDITIONS
7/96 Section 00800 Page 1
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with
City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the paragraph
numbers of the General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL). This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL).
9/99
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
9/99 Section 00950 Page 1
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE:
CONTRACTOR:
PROJECT NUMBER:
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost
4. Change in Contract Time:
__
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER 0.00
TOTAL PENDING CHANGE ORDER 0.00
TOTAL THIS CHANGE ORDER 0.00
TOTAL % OF THIS CHANGE ORDER
TOTAL C.O.% OF ORIGNINAL CONTRACT
ADJUSTED CONTRACT COST $ 0.00
(Assuming all change orders approved) _
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY: DATE: __
Project Manager
REVIEWED BY: DATE:
Title:
APPROVED BY: DATE:
Title:
APPROVED BY: DATE:
Purchasing Agent over $30,000
cc: City Clerk Contractor
Project File Architect
Engineer Purchasing
9/997/96 Section 00960 Page 1
Section 00960
APPLICATION FOR PAYMENT PAGE 1 OF 4
OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER:
APPLICATION DATE:
PERIOD BEGINNING:
ENGINEER: CONTRACTOR: PERIOD ENDING:
PROJECT NUMBER:
CHANGE ORDERS Application is made for Payment as shown below in connection with Contract
NUMBER DATE AMOUNT
The present status of the account for this Contract is as
follows:
1
2 Original Contract Amount:
3 Net Change by Change Order:
Current contract Amount: $0.00
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage: $0.00
Less Retainage:
Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the
CONTRACTOR.
Date: By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By:
Payment of the above Amount Due This Application is approved by the OWNER.
Date: By:
7/96 Section 00960 Page 2
CONTRACT AMOUNTS
APPLICATION FOR
PAYMENT PAGE 2 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
7/96 Section 00960 Page 3
CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4
Work Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00
PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
7/96 Section 00960 Page 4
STORED MATERIALS
SUMMARY PAGE 4 OF 4
On Hand Received Installed On Hand
Item Invoice Previous This This This
Number Number Description Application Period Period Application
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTALS $0.00 $0.00 $0.00 $0.00
2007 ASPHALT OVERLAY PROJECT
GENERAL REQUIREMENTS INDEX
SECTION PAGE NUMBERS
01010 Summary of Work General Requirements 1-2
01040 Coordination General Requirements 3-4
01310 Construction Schedules General Requirements 5-6
01330 Survey Data General Requirements 7
01340 Shop Drawings General Requirements 8-10
01410 Testing General Requirements 11-12
01510 Temporary Utilities General Requirements 13
01560 Temporary Controls General Requirements 14-15
01700 Contract Closeout General Requirements 16
01800 Method of Measurement and Basis of Payment General Requirements 17
General Requirements - Page 1 of 17
SECTION 01010
SUMMARY OF WORK
1.1 DESCRIPTION OF WORK
A. This work shall consist of asphalt patching, asphalt overlays, geotextile paving fabric, and manhole and valve box
adjustments on designated streets in the City of Fort Collins. Specific locations are described in Section 3500,
Project Map.
B. Protection and Restoration.
1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore
all areas disturbed to match surrounding surface conditions. Also see tree protection standards.
C. Construction Hours
1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday,
unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance
with Section 1560.
2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the
Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover
the Owner=s costs in providing field engineering and/or inspection services because of such work. The cost for
field engineering and inspection shall be $50.00 per hour.
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when
prosecution of the Work may affect them.
B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to
temporarily deny access or services.
C. Contact utilities at least 48 hours prior excavating near underground utilities.
D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of
work schedule and any items which would affect their daily operation.
E. Rick Richter and/or Erika Keeton will be the ENGINEER (Project Engineer/Manager).
Rick Richter 970.221.6798 Mobile/Pager 970.222.1132
Erika Keeton 970.221.6605 Mobile/Pager 970.222.0787
F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's
convenience.
General Requirements - Page 2 of 17
UTILITIES
Water: City of Fort Collins, Colorado
221-6700, Meter Shop 221-6759
Storm Sewer: City of Fort Collins, Colorado
221-6700
Sanitary Sewer: City of Fort Collins, Colorado
221-6700
Electrical: City of Fort Collins, Colorado
221-6700
Gas: Public Service Company of Colorado
482-5922, 221-8553
Telephone: U.S. West Communications
484-0300, 226-6310
Traffic Operations: City of Ft. Collins, Colorado
221-6608
Cable Television: Comcast
493-7400
*Utility Locates Under One-call System
1-800-922-1987
AGENCIES
Safety: Larimer County Sheriff's Department:
Occupational Safety and Health Administration Non-Emergency: 221-7177
(OSHA): 844-3061
Fire: Ambulance:
Poudre Fire Authority Poudre Valley Hospital
Non-Emergency: 221-6581 Non-Emergency: 484-1227
Emergency: 911 Emergency: 911
Police:
City of Fort Collins Police Department
Non-Emergency: 221-6550
Emergency: 911
Postmaster:
US Postal Service: 225-4111
Transportation:
Transfort: 221-6620
Traffic Engineering: 221-6608
END OF SECTION
General Requirements - Page 3 of 17
SECTION 01040
COORDINATION
1.1 GENERAL CONTRACTOR RESPONSIBILITIES
A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall
also coordinate with the Landscape Contractor whose Work is separate from the General Contractor=s contract.
B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner
of performance of operations which affect the service of such utilities, agencies, or public safety.
C. Coordinate operations under contract with utility work to allow for efficient completion of the Work.
D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to
provide satisfactory access at all times and keep them informed at all times.
1.2 CONFERENCES
A. A Preconstruction Conference will be held prior to the start of construction.
1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic
Control Supervisor assigned to the project.
2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project.
3. The Engineer shall invite all utility companies involved.
4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated
schedules.
5. The Engineer shall introduce the project Representatives.
B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work,
refining project schedules, and utility coordination.
C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or
is affected by, the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer.
1.3 PROGRESS MEETINGS
A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least
weekly and at other times as requested by the Engineer or required by the progress of the Work.
B. Attendance shall include:
1. Contractor and Superintendent.
2. Owner's Representatives.
3. Engineer and Resident Project Representative.
4. Traffic Control Supervisor
5. Others as may be requested by Contractor, Engineer or Owner.
General Requirements - Page 4 of 17
C. Minimum agenda shall include:
1. Review of work progress since last meeting.
2. Identification and discussion of problems affecting progress.
3. Review of any pending change orders.
4. Revision of Construction Schedule as appropriate.
D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets
shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the
monthly progress estimates. This process ensures accurate monthly project pay estimates.
END OF SECTION
General Requirements - Page 5 of 17
SECTION 01310
CONSTRUCTION SCHEDULES
1.1 GENERAL
A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of
tentative schedule by parties attending the pre-construction conference. This schedule will show how the contractor
intends to meet the milestones set forth.
1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of
delivery of equipment and materials.
1.2 FORMAT AND SUBMISSIONS
A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress.
B. Submit two copies of each schedule to Owner for review.
1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work
with the needs of Owner or others.
C. The schedule must show how the street, landscaping and various utility work will be coordinated.
1.3 CONTENT
A. Construction Progress Schedule.
1. Show the complete work sequence of construction by activity and location.
2. Show changes to traffic control.
3. Show project milestones
B. Report of delivery of equipment and materials.
1. Show delivery status of critical and major items of equipment and materials.
2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for
equipment and materials, reference Section 01340.
1.4 PROGRESS REVISIONS
A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when
requested by Owner or Engineer, and with each application for progress payment.
B. Show changes occurring since previous submission.
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
C. Provide a narrative report as needed to define:
1. Anticipated problems, recommended actions, and their effects on the schedule.
2. The effect of changes on schedules of others.
General Requirements - Page 6 of 17
1.5 OWNER'S RESPONSIBILITY
A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting
Contractor in coordinating the Work with the needs of the Project.
B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques,
sequences and procedures of construction as provided in the General Conditions.
END OF SECTION
General Requirements - Page 7 of 17
SECTION 01330
SURVEY DATA
1.1 SURVEY REQUIREMENTS
A. The Owner will provide the construction surveying for the street and landscaping improvements. City Survey
Crews will perform the surveying required.
B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing
surveying.
C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey
personnel shall notify the Contractor with the date on which the requested work will be completed.
D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime,
the Contractor shall pay the additional overtime expense.
E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey
monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough
time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re-staking
construction stakes and for the cost of re-establishing a destroyed monument.
F. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary
forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance
with the information on the stakes and grade sheets supplied by the Owner.
END OF SECTION
General Requirements - Page 8 of 17
SECTION 01340
SHOP DRAWINGS
1.1 GENERAL
A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections.
1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor.
B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set
forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the
schedule.
C. Any need for more than one re-submission, or any other delay in obtaining Engineer's review of submittals, will not
entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of
Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for
review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to
coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or
an increase in Contract Price.
D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication.
E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped
by Contractor and properly marked by Engineer, are at the site and available to workmen.
F. Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of
the Work.
Review status designations listed on Engineer's submittal review stamp are defined as follows:
1. NO EXCEPTION TAKEN
Signifies material or equipment represented by the submittal conforms with the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is
to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be
transmitted for final distribution.
2. REVISE AS NOTED
Signifies material or equipment represented by the submittal conforms with the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance
with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and
is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter
of transmittal.
3. REJECTED
Signifies material or equipment represented by the submittal does not conform with the design concept or
comply with the information given in the Contract Documents and is not acceptable for use in the Work.
Contractor is to submit submittals responsive to the Contract Documents.
General Requirements - Page 9 of 17
4. FOR REFERENCE ONLY
Signifies submittals which are for supplementary information only; pamphlets, general information sheets;
catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design,
operation, or maintenance, but which by their nature do not constitute a basis for determining that items
represented thereby conform with the design concept or comply with the information given in the Contract
Documents. Engineer reviews such submittals for general information but not for substance.
1.2 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be furnished.
1. Detailed installation drawings showing foundation details, and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
3. Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTM or Federal Specification numbers.
5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance
characteristics and capacities, and other information specified or necessary:
a. For Engineer to determine that the materials and equipment conform with the design concept and comply
with the intent of the Contract Documents.
b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will
review for general information but not for substance.
c. For Engineer to determine what supports, anchorages, structural details, connections and services are
required for materials and equipment, and the effect on contiguous or related structures, materials and
equipment.
6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable
Engineer to review the information effectively.
B. Manufacturer's standard drawings, schematics and diagrams:
1. Delete information not applicable to the Work.
2. Supplement standard information to provide information specifically applicable to the Work.
C. Format.
1. Present in a clear and thorough manner.
2. Minimum sheet size: 8 1/2” x 11”.
3. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly
which parts of the drawing apply to the equipment being furnished.
5. Individually annotate catalog sheets to identify applicable items.
6. Reproduction or copies of portions of Contract Documents:
a. Not acceptable as complete fabrication or erection drawings.
b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail
drawings.
7. Clearly identify the following:
a. Date of submission.
b. Project title and number.
c. Names of Contractor, Supplier and Manufacturer.
d. Specification section number, specification article number for which items apply, intended use of item in the
work, and equipment designation.
e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract
Documents.
f. Deviations from Contract Documents.
General Requirements - Page 10 of 17
g. Revisions on re-submittals.
h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field
measurements and field construction criteria, and coordination of the information within the submittal with
requirements of the Work and the Contract Documents.
1.3 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the
Work or in the work of any other contractor.
B. Minimum number required:
1. Shop Drawings.
a. Three (3) copies minimum, two (2) copies which will be retained by Engineer.
1.4 RE-SUBMISSION REQUIREMENTS
A. Make corrections or changes required by Engineer and resubmit until accepted.
B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents.
C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions.
D. Shop Drawings.
1. Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts.
END OF SECTION
General Requirements - Page 11 of 17
SECTION 01410
TESTING
1.1 GENERAL
A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and
forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have
been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use
after approval hereof shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish
the required samples without charge and give sufficient notice of the placing of orders to permit the testing.
Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided,
sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with
the latest standards and tentative methods of the American Society for Testing Materials (ASTM).
D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of, or elaboration on,
these test procedures which may be included for specific materials under their respective sections in the
Specifications shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
1. Soil tests, except those called for under Submittals thereof.
2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner.
3. Concrete test, except those called for under Submittals thereof.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible
for and shall pay all costs in connection with testing required for the following:
1. All performance and field testing specifically called for by the specifications.
2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above.
3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave,
pour, or fill on schedule for any reason except by action of the Engineer.
B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing.
1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items
of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project.
This control shall be established for all construction except where the Contract Documents provide for specific
compliance tests by testing laboratories or engineers employed by the Owner. The Contractor=s control system shall
specifically include all testing required by the various sections of these Specifications.
General Requirements - Page 12 of 17
B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the
Work. The Superintendent shall have adequate experience to perform the duties of Superintendent.
C. Contractor's quality control system is the means by which he assures himself that his construction complies with the
requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should
be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions
received from the Engineer and actions taken as a result of those instructions. These records shall include evidence
that the required inspections or tests have been performed (including type and number of inspections or test, nature
of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document
inspections and tests as required by each section of the Specifications. Provide copies to Engineer weekly.
END OF SECTION
General Requirements - Page 13 of 17
SECTION 01510
TEMPORARY UTILITIES
1.1 UTILITIES
A. Furnish all utilities necessary for construction.
B. Make arrangements with Owner as to the amount of water required and time when water will be needed.
1. Meters may be obtained through the Water Utility Meter Shop at 221-6759
2. Unnecessary waste of water will not be tolerated.
C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor.
1.2 SANITARY FACILITIES
A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or
furnishing services on the Project.
B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods.
C. Enforce the use of such sanitary facilities by all personnel at the site.
D. Obscure from public view to the greatest practical extent.
END OF SECTION
General Requirements - Page 14 of 17
SECTION 01560
TEMPORARY CONTROLS
1.1 NOISE CONTROL
A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated
areas.
B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a
manner to cause the least noise consistent with efficient performance of the Work.
C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m.
1.2 DUST CONTROL
A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing.
B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist
with water or by application of a chemical dust suppressant.
1. Chemical dust suppressant shall not be injurious to existing or future vegetation.
1.3 POLLUTION CONTROL
A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances
resulting from construction activities.
1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site.
2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts.
1.4 EROSION CONTROL
A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities.
1. Measures in general will include:
a. Control of runoff.
b. Trapping of sediment.
c. Minimizing area and duration of soil exposure.
d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of
banks and beds of watercourses or drainage swales where runoff will be increased due to construction
activities.
B. Preserve natural vegetation to greatest extent possible.
C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion.
D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual.
General Requirements - Page 15 of 17
1.5 TRAFFIC CONTROL
A. Maintain traffic control in accordance with the “Manual of Uniform Traffic Control Devices” (MUTCD), the City of
Fort Collins “Work Area Traffic Control Handbook,” and the current “Larimer County Urban Area Street
Standards.” In the event of a conflict between the MUTCD criteria and the City’s criteria, the City’s criteria shall
govern.
1.6 HAUL ROUTES
The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads.
These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements,
and/or pavements whose condition would be significantly damaged by heavy loads.
END OF SECTION
General Requirements - Page 16 of 17
SECTION 01700
CONTRACT CLOSEOUT
1.1 CLEANING AND RESTORATION
A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was
begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities
damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required.
1.2 PROJECT RECORD DOCUMENTS
A. Maintain on the job site, and make available to the Engineer upon request, one current marked-up set of the
drawings which accurately indicate all approved variations in the completed work that differ from the design
information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered.
B. These record drawings along with any survey records, photographs and written descriptions of said work as may be
required by the Engineer shall be submitted prior to project acceptance.
END OF SECTION
General Requirements - Page 17 of 17
SECTION 01800
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
1.1 DEFECTIVE WORK
A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to
a point of acceptance.
1.2 BID PRICE
A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a
pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection
therewith shall be included in the prices bid for the various items of Work.
B. Prices shall include all costs in connection with the proper and successful completion of the Work, including
furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work.
C. Unit prices shall govern over extensions of sums.
D. Unit prices shall not be subject to re-negotiation.
1.3 ESTIMATED QUANTITIES
A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The
basis of payment shall be the actual amount of materials furnished and Work done.
B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any
difference between the amount of Work actually performed and materials actually furnished and the estimated
amount therefor.
END OF SECTION
SECTION 02000
PROJECT SPECIFICATIONS
The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the
current Larimer County “Urban Area Street Standards”, (hereafter referred to as the "Standard Specifications") are made
a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard
Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of
the provisions of the preceding Sections, the preceding Sections shall govern.
INDEX OF REVISIONS
SECTION
104 Traffic and Parking Control
105 Control of Work
107 Protection and Restoration of Property and Landscape
108 Prosecution and Progress
201 Clearing and Grubbing
202 Removal of Structures and Obstructions
203 Excavation and Embankment
210 Reset Structures
306 Reconditioning/Asphalt Recycling
307 Stabilized Subgrade – Class C Fly Ash
401 Plant Mix Pavements
403 Hot Mix Asphalt
403 Hot Mix Asphalt - Patching
420 Geotextile Paving Fabrics
614 Construction Zone Traffic Control
REVISION OF SECTION 104
TRAFFIC AND PARKING CONTROL
Project Specifications – Page 1 of 40
Section 104 of the Standard Specifications is hereby revised as follows:
Subsection 104.04 shall include the following.
It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with
the work. Prior to work that requires the street(s) to be closed to parking and/or traffic; the street(s) shall be
posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the
commencement of work and shall clearly show the type of work, and the day, date and times that the message
on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be
posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING,
WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING.) See sample "NO PARKING" sign. “NO
PARKING” signs shall remain in place until the street is opened to traffic and all clean up operations
completed.
All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters
permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and
written in block style letters. The ANO PARKING@ signs shall be in effect for one or two days only.
Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract.
The Contractor will not be paid for traffic control costs incurred during Contractor caused delays.
At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the
Engineer will meet to discuss the progress of the work and the placement of traffic control devices including
"NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this
time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the
responsibility of the Contractor to minimize any inconvenience to the public as a result of this work.
At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by
the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation
of Traffic Control Devices utilized.
The Contractor shall maintain access at all times to all businesses within the project.
Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field
shall be immediately implemented as directed by the Engineer.
The cost for traffic control is covered in “Revision of Section 630 Construction Zone Traffic Control” found
herein.
Project Specifications – Page 2 of 40
NO
PARKING
Wed July 7
7:00 AM - 6:00 PM
PATCHING
REVISION OF SECTION 105
CONTROL OF WORK
Project Specifications – Page 3 of 40
Section 105 of the Standard Specifications is hereby revised as follows:
COOPERATION WITH UTILITIES
Subsection 105.10 shall include the following:
Concrete construction and/or reconstruction operations at intersections may involve the destruction and
replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the
contractor at no additional cost. New loop detectors may be installed at other intersections where they do not
now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor
shall cooperate with the schedule of this work to insure the timely installation of new loop detectors.
Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the
installation of the loop detectors will be completed before concrete placement operations begin.
COOPERATION BETWEEN CONTRACTORS
Subsection 105.11 shall include the following:
City Utilities, Parks, Traffic, Streets, concrete and utility contractors may perform work related to the project
within or near the limits of this project. The Contractor shall conduct the Work without interfering or hindering
the progress or completion of the work being performed by other contractors. The Contractor shall coordinate
extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely
completion of all the work.
INSPECTION AND TESTING OF WORK
Subsection 105.15 shall include the following:
The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of
required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a
minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring
for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the
Engineer from any responsibility for additional costs or delays caused by such failure.
Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his
contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or
materials may be rejected, notwithstanding that such work or materials have been previously inspected by the
Engineer or that payment therefore has been included in the progress estimate.
MAINTENANCE DURING CONSTRUCTION
Subsection 105.18 shall include the following:
The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be
cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left uncleaned
after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary
manpower and equipment to satisfactorily clean the roadway area.
The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to
clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the
commencement of work.
REVISION OF SECTION 105
CONTROL OF WORK
Project Specifications – Page 4 of 40
The Contractor shall maintain the streets during the construction process as prescribed above.
If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the
Contractor sufficient funds to cover the Owner's cost to provide said service.
All cost of maintaining the work during construction and before the project is accepted will not be paid for
separately, but shall be included in the work.
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
Project Specifications – Page 5 of 40
Section 107 of the Standard Specifications is hereby revised as follows:
Subsection 107.12 shall include the following:
The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans,
details or construction documents shall not relieve the Contractor of his responsibilities as provided for in the
Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such
underground improvements which may be subject to such damage by reason of his operations.
Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer.
If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e.
concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and
place (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other
method approved by the Engineer.
For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days
of the placement of the concrete.
The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots,
rocks, brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to
the proper development of vegetative growth. The material to be utilized shall be approved by the Engineer
prior to placement.
The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to
eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be
maintained.
If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and
prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot,
place sod over the entire area, water once, and notify the property owner in writing of the nature of the work
that has taken place and that the sod will be watered only once.
If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod
to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in
writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The
minimum overall width of the area to be sodded shall be one (1) foot.
For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the
week following the placement of the concrete.
Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction
and protected from damage by the contractor. Sprinkler heads shall be salvaged and stockpiled on each
property for use when reconstructing the sprinkler systems.
REVISION OF SECTION 107
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE
Project Specifications – Page 6 of 40
Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be
replaced at the Contractor's expense, within three (3) working days from the date of damage. In areas where the
Engineer directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod
and sprinkler relocation will be provided by the City under separate contract.
All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his
expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re-sodded
lawns shall be watered once by the Contractor.
All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the
Contractor in connection with the various items of the Work, and no measurement or payment shall be made
separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns
damaged by construction operations, other than concrete repair, shall take place within three (3) working days
from the date of damage.
In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the
placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract.
All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground
facilities shall be considered incidental to the work being done and shall not be measured and paid for
separately.
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Project Specifications – Page 7 of 40
Section 108 of the Standard Specifications is hereby revised as follows:
SCHEDULE
Subsection 108.03 shall include the following:
A schedule of work must accompany any bid, and shall include number of working days per area to complete
all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project
Maps. The schedule should take any priorities into consideration. The schedule should also include projected
start and end dates. Individual street quantities are described in Section 02500, Quantity Estimates.
Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the
schedule of working days discussed above.
LIMITATION OF OPERATIONS
Subsection 108.04 shall include the following:
The work shall be completed within the following calendar months:
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
DETERMINATION AND EXTENSION OF TIME
Subsection 108.07 shall include the following:
Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer.
All Work is to be complete in eighty (80) working days.
Once work required prior to the overlay is completed under separate contract, the City Representative will
notify the Contractor that the area is completed. The Contractor shall then mobilize to the area within ten (10)
working days after receiving notification of its accessibility.
FAILURE TO COMPLETE WORK ON TIME
Subsection 108.08 shall include the following:
Failure to meet the agreed upon milestones, mobilize to an area within 10 days, or fully complete the project in
eighty (80) working days, shall result in liquidated damages assessed against the Contractor.
At the City’s option, liquidated damages in the amount of $1000.00 per day may be retained from any monies
due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof,
and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the
Contractor in lieu of liquidated damages.
REVISION OF SECTION 201
CLEARING AND GRUBBING
Project Specifications – Page 8 of 40
Section 201 of the Standard Specifications is hereby revised as follows:
CONSTRUCTION REQUIREMENTS
Subsection 201.02 shall be amended to include the following:
When any tree roots are encountered during construction operations, the Contractor shall notify the Engineer
prior to any root removals. The Engineer and the City Forester's representative shall then make a determination
regarding removal.
Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonal to its longitudinal axis as closely as
practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall
not be used to cut tree roots.
Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent
any damage to the roots with tools or equipment.
BASIS OF PAYMENT
Subsection 201.04 shall be amended to include the following:
All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection
with the various items of the Work, and no measurement or payment shall be made separately for the removal of
tree roots.
REVISION OF SECTION 202
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Project Specifications – Page 9 of 40
Section 202 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 202.01 shall include the following:
The intent of this specification is to specify materials and methods for the grinding of existing pavement
sections to remove the pavement to a specified depth, the removal and disposition of the ground material, and
the preparation of the surface of the base material disturbed by the grinding process. All workmanship and
materials shall be in accordance with this specification.
CONSTRUCTION REQUIREMENTS
Subsection 202.09 shall include the following:
All concrete marked for repair within areas marked for grinding shall be repaired prior to commencement of the
grinding.
The Contractor shall provide a smooth surface suitable for the installation of new pavement to follow. The
finished surface shall be free from gouges, grooves, ridges, sooting, oil film and other imperfections of
workmanship. The completed ground surface shall have a uniform textured appearance. It is the intent of this
specification that the finished cross section of the roadway will be improved to eliminate excessive crown,
excessive lips at the gutter pan areas and that the overall ride quality of the roadway section will be improved.
The existing pavement shall be ground to the depth specified. Allowable tolerance for the pavement removal
shall be within one-half inch (1/2") of the specified depth.
In areas where the grinding process disturbs the existing subgrade/base course, the Contractor shall utilize a
rubber tired roller to re-compact the surface. This item will not be measured and paid for separately but shall be
included in the price for Removal of Structures and Obstructions (Grinding/Surface Preparation).
If, in the opinion of the Engineer, the subgrade material/base course is unsuitable and will require additional
grinding and/or excavation, the Engineer will direct the Contractor to perform the work in accordance with this
specification, Section 203 - Excavation. The method of work and payment are covered in the appropriate
specification.
Stockpiling of ground materials or cuttings shall not be permitted on the project site. All ground materials shall
become the property of the City of Fort Collins and shall be delivered by the Contractor to the City's site at
1500 Hoffman Mill Road.
A grinding machine shall be used by the Contractor to perform the grinding operation. The equipment shall be
self-propelled with sufficient power, traction, and stability to maintain adequate depth of cut and slope. The
equipment shall be capable of accurately and automatically establishing a finish profile grade along each edge
of the machine within one-half inch (1/2") of the specified depth.
The grinding depth along the curb and gutter shall always be one inch (1") greater than the specified depth.
This item will not be measured and paid for separately but shall be included in the unit price for grinding to the
specified depth.
The grinding machine shall be equipped with an integral loading and reclaiming means to immediately remove
the materials being cut from the surface of the roadway and discharge the cuttings into a truck, all in one
operation. The machine shall be equipped with a means to control the dust created by the cutting action and
shall meet or exceed all local, state and federal air pollution laws.
REVISION OF SECTION 202
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Project Specifications – Page 10 of 40
A Bobcat style planer attachment shall be used by the Contractor to perform the grinding operation with an
approximate width of (2) two feet. The equipment shall be self-propelled with sufficient power, traction, and
stability to maintain adequate depth of cut and slope.
The Contractor shall also provide adequate backup equipment (mechanical street sweepers, loaders, water truck,
etc.) and adequate personnel shall be provided to insure that all cuttings are removed from the roadway daily.
It is the intent of this specification that the ground section will be paved back as follows:
On streets where the grinding depth is such that the aggregate base course is to be replaced, the aggregate base
course shall be placed the same day as the grinding and the bituminous paving (1st lift) within 48 hours of the
grinding.
The Engineer reserves the right to require that the ground section be paved back immediately in the case of
grinding done on Friday, in the event that severe weather is imminent, or in the case that the ground section
presents an extreme safety hazard to the traveling public or inconvenience to the residents.
In the event that the ground section is not paved back the same day as the grinding, the Contractor shall provide
access to the residents as directed by the Engineer.
In the event that the ground section is not paved back the same day as the grinding, the Contractor shall be
responsible for the protection of the subgrade/base course until subsequent courses have been placed.
The Engineer may require that the pavement grinding operation be referenced from an independent grade
control in those areas where the existing curb and gutter or roadway surfaces have deteriorated.
In the event that the entire pavement width along a section of roadway has not been ground to a uniform surface
by the end of the work period resulting in a vertical longitudinal face exceeding one inch (1") in height, this
longitudinal face shall be sloped in a manner acceptable to the Engineer so as not to create a hazard to traffic
using the roadway during periods when the construction is not in progress. Transverse faces that are present at
the end of the working period shall be tapered at a 3:1 ratio (three (3) inches horizontally for each one (1) inch
of vertical drop.)
The grinding machine shall not be operated within the close proximity to manholes, inlets, valve boxes and
other obstructions that have not been lowered to avoid damage to these structures. (See Revision of Section 210
– Reset Structures for requirements for referencing structures during construction.) The approaches to and from
these structures shall be tapered to allow a smooth transition over these structures to accommodate traffic flow
over the manhole, valve box or other obstruction. Allowable taper shall not be greater than one quarter inch
vertical rise per one foot distance from the structure.
All curbs, gutters and other surfaces shall be cleaned of all debris and left in a neat and presentable condition at
the end of each working day.
The Contractor shall use all means necessary to prevent the spread of dust and debris during the performance of
the work. Where equipment comes into contact with tree branches and other plant material, the contractor shall
exercise suitable caution to avoid damage to all trees, shrubs, and other plant material. All trimming shall be
performed under the direction of the Engineer.
REVISION OF SECTION 202
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Project Specifications – Page 11 of 40
METHOD OF MEASUREMENT
Subsection 202.11 shall be revised to include the following:
The accepted quantities of Grinding and Surface Preparation will be paid for at the contract unit price per square
yard including haul. The removal of material in areas not accessible to the grinding machine will be paid for at
the contract unit price for Grinding.
Taper Planing shall consist of cold milling along the gutter at a depth of one inch (1") tapered to a depth on the
other side of the mill of zero inches (0"). The width for Taper Planing shall be six (6) feet. Taper Planing shall
be paid at the contract unit price per lineal foot.
BASIS OF PAYMENT
Subsection 202.12 is revised to include the following:
Payment will be made under:
Pay Item Pay Unit
202.10 Grinding (Planing)/Surface Preparation
Depth = 3 inches or less Square Yard
202.20 Grinding (Planing)/Surface Preparation
Depth = 3+ to 5 inches Square Yard
202.30 Grinding (Planing)/Surface Preparation
Depth = 5+ to 7 inches Square Yard
202.40 Grinding (Planing)/Surface Preparation
Depth = 7+ to 9 inches Square Yard
202.50 Taper Planing Along Gutter Lineal Foot
202.60 Bobcat Style Milling < 3” Square Yard
202.70 Bobcat Style Milling – Additional Inch Thickness Square Yard - Inch
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all work involved in the Grinding and Surface Preparation, including
haul, complete-in-place, as shown on these plans, as specified in these specifications, and as directed by the
Engineer.
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Project Specifications – Page 12 of 40
Section 203 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 203.01 is revised to include the following:
This work shall consist of removing and disposing of the existing pavement, base or other material, preparing
the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in
reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as
designated by the Engineer. All excavation will be classified, “General Excavation”, “Muck Excavation”, as
hereafter described. The Contractor shall dispose of all excavated material.
Subsection 203.02 is revised to include the following:
(a) General Excavation shall consist of the excavation of all materials of whatever character required for
the work not being removed under some other item.
(b) Muck Excavation shall consist of the removal of unstable soils unsuitable for construction not being
removed under some other item.
Subsection 203.03 is revised to include the following:
Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate
Base Course. (The Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety
provided it falls within the gradation requirements as shown in the Standard Specifications.) The material
required for a specific location shall be directed by the Engineer
COSNTRUCTION REQUIREMENTS
Subsection 203.04 is revised to include the following:
The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have
been placed.
The excavation will be accomplished in the following manner:
General Excavation:
The pavement areas to be removed will be marked on the surface by the Engineer with paint. A
straight vertical cut shall be made through the pavement to provide a square or rectangular opening,
such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting shall not
be allowed.
If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits
and depths designated.
After the material has been removed to the depth specified by the Engineer, the Contractor shall
prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other
compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured
and paid for separately, but shall be included in the contract unit price for General Excavation.
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Project Specifications – Page 13 of 40
Muck Excavation:
Where excavation to the finished grade section (including General Excavation and Patching) results in
a subgrade of unsuitable soil, the Engineer may require the Contractor to remove the unsuitable
materials and backfill to the finished grade section with approved material (asphalt or borrow).
After the material has been removed to the depth specified by the Engineer, the Contractor shall
prepare the subgrade with a sheepsfoot roller, rubber tired roller, vibratory plate, steel drum roller,
and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not
be measured and paid for separately but shall be included in the contract unit price for Muck
Excavation.
Borrow:
Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one
load (approximately ten (10) ton). The cost for compaction shall be included in the Contract Unit
Price for Borrow.
METHOD OF MEASUREMENT
Subsection 203.13 shall include the following:
The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further
work continues. Should the Contractor fail to request the Engineer to measure any work and perform other
work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated
for materials not measured by the Engineer.
The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade
preparation, haul and disposal will not be measured and paid for separately. The accepted quantities of Borrow
will be paid for at the contract unit price per ton. Compaction and haul will not be measured and paid for
separately.
Material used for the Haul and Place Recycled Asphalt item will be provided, loaded, and weighed by the City
at the Hoffman Mill pit. Payment will be per ton of material delivered and placed on the site. The unit price for
Shouldering does not include material.
BASIS OF PAYMENT
Subsection 203.14 shall include the following:
Payment will be made under:
Pay Item Unit
203.10 Excavation – General Less Than 100 CY Cubic Yard
203.11 Excavation – General Over 100 CY Cubic Yard
203.20 Excavation – Muck Cubic Yard
203.30 Borrow – Less Than 100 Ton Ton
203.31 Borrow – Over 100 Ton Ton
REVISION OF SECTION 203
EXCAVATION AND EMBANKMENT
Project Specifications – Page 14 of 40
203.32 Haul & Place Recycled Asphalt Ton
203.33 Shouldering L.F.
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in Excavation and Borrow including haul,
stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of
unusable materials, as shown on the plans, as specified in these specifications, and as directed by the Engineer.
REVISION OF SECTION 210
RESET STRUCTURES
Project Specifications – Page 15 of 40
Section 210 of the Standard Specifications is hereby revised as follows:
CONSTRUCTION REQUIREMENTS
Subsection 210.02 is revised to include the following:
Manholes, valve boxes, meter boxes, and all other similar structures located in a pavement shall be adjusted as
noted below.
Prior to beginning any construction on existing streets that will receive reconstruction and/or overlay, the
Contractor shall mark on the curb and gutter with paint the location of all existing structures. These markings
shall be maintained by the Contractor until the work has been completed and accepted by the Engineer.
The Contractor shall do all work needed to ensure that said structures can be readily adjusted and shall have all
necessary materials on hand prior to commencing the work. Contractor shall verify that manholes and valve
boxes can be adjusted prior to the overlay. In the event they cannot be adjusted, or properly fitted with rings,
the Contractor shall excavate and adjust prior to the overlay as noted below.
All structures shall be adjusted to be 1/8" to 5/8" below the pavement.
In locations where a structure to be adjusted is surrounded by a concrete collar, the concrete collar shall be
removed and replaced with Hot Bituminous Pavement. HBP Grading SG shall be used in all locations except as
noted below.
In locations where a structure adjustment takes place and no overlay is scheduled, HBP Grading SG shall be
placed in the bottom of the patches and shall be left one and one-half (1 ½ ) to two (2) inches below the existing
street surface to allow the patch to be "topped" with a surface course material. The "topping" material shall be
Hot Bituminous Pavement Grading SX on residential and Grading S on arterials or collector streets. Hot
Bituminous Pavement used for "topping" material will be measured and paid for at the contract unit price for
Patching.
Pavement removal (concrete or asphalt) and placement of bituminous material (Hot Bituminous Pavement)
utilized for structure adjustment, including Grading SG and "topping" material (Grading SX), shall be paid for
under the contract unit price for Patching.
Subsection 210.10 is revised to include the following:
The Engineer shall determine the method of adjustment for each structure. Valve boxes shall be adjusted by
one of the following methods:
1. Adjust by removing the existing pavement (concrete or asphalt), adjusting the valve by turning it to the
proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically
compacting bituminous material. This item will be measured and paid for separately under "Adjust
Valve Box", not including bituminous material.
2. If the valve box cannot be turned up or can be turned up, but not sufficiently to achieve the proper
grade or if the top section of valve box is in poor condition, the Contractor shall excavate around the
top section of the valve box, and remove and replace the top section with a longer section. The top
section part will be measured and paid for separately under the terms of this Contract. The excavation
shall then be back filled with Non-Shrink backfill to the top of subgrade, and then material of the same
grade and quality as the adjacent pavement shall be placed. A mix design for Non-Shrink back fill
shall be submitted and approved prior to starting work. These items shall be measured and paid for
REVISION OF SECTION 210
RESET STRUCTURES
Project Specifications – Page 16 of 40
separately under "Adjust and Replace Top Section of Valve Box", not including the top section part or
bituminous material.
Non-Shrink backfill -- also called Flowable Fill or Unshrinkable Fill -- shall be a Portland Cement
Concrete Mix. The cement shall conform to the Standard Specifications for Portland Cement, ASTM
C 150-85, Type I/II. The minimum 24 hour strength shall be 10 psi and the maximum 28 day strength
shall be 60 psi. The maximum aggregate size shall be one inch (1"). The minimum slump shall be six
inches (6") and the maximum, eight inches (8"). The non-shrink backfill shall be consolidated with a
mechanical vibrator.
3. Adjust with adjusting rings or Screw Type Adjustable Risers. These items will be measured and paid
for under "Adjust Valve Box with Ring" or "Adjust Valve Box with Screw Type Adjustable Riser",
including material (parts).
The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If the Contractor is
negligent and breaks the valve box, said valve box shall be replaced at the Contractor's expense.
Adjusting rings for valve boxes shall be of the type manufactured by the Tyler Manufacturing Company or an
approved equal.
Valve Box Top Section, Screw Type Adjustable Risers, and Extensions shall be of the type manufactured by the
Tyler Manufacturing Company, 6850 or 6860 Series, as approved by the Engineer.
Manholes shall be adjusted by one of the following methods:
1. Adjust by removing an area of pavement (concrete or asphalt) with a minimum diameter one foot (1')
larger than the structure (centered on the structure) by cutting vertical edges, adjusting the manhole by
grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade, then
spreading and mechanically compacting bituminous material. This item will be paid for under "Adjust
Manhole", not including bituminous material.
2. Adjust with adjusting rings. This item will be measured and paid for separately under "Adjust
Manhole with Ring". Paving rings are not permitted on arterial streets, collector streets, or in the
wheel path of a travel lane. Contractor shall verify that the manhole can properly be adjusted with a
ring to the proposed grade prior to beginning the overlay.
When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the
slope of the pavement in both the longitudinal and traverse directions. Any manhole cover which is unstable or
noisy under traffic shall be replaced by the Contractor.
If a manhole or valve box is located in an area to be patched or cold milled, it may be adjusted as part of that
operation utilizing one of the methods listed in the previous paragraphs. The adjustment will be paid for under
the matching item.
If the structure is adjusted during the grinding or patching operation, the Contractor shall place hot bituminous
material around the structure as directed by the Engineer to insure that it will not be a hazard to vehicular
traffic.
The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into
manholes, valve boxes, or other structures during the construction process.
REVISION OF SECTION 210
RESET STRUCTURES
Project Specifications – Page 17 of 40
In the event that a structure was not properly adjusted (i.e. too high or too low), written notice will be given by
the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within five (5)
working days. In the event that the structure is not adjusted within said time frame, the Engineer shall have the
right to engage a third party to complete the work, and to withhold the cost of such work from payments due the
Contractor.
The Engineer will also notify the Contractor in writing of any structures that were covered during the paving
operation. The Contractor shall then have five (5) working days to make said structure accessible or will be
subject to the constraints of the previous paragraph with respect to a third party completing the work.
In the unlikely event that a structure is adjusted after the overlay is complete, the Contractor must exercise care
as not to damage the new pavement surrounding the structure. The “topping” material shall be Grading SX on
residential streets, and Grading S on arterial and collector streets. Grading SG shall be used for the bottom lifts
as described in Revision of Section 403, Hot Bituminous Pavement – Patching.
METHOD OF MEASUREMENT
Subsection 210.12 shall include the following:
The accepted quantities of Adjust Manholes, Valve Boxes, and Meter Boxes will be paid for at the contract unit
price per each. Non-shrink backfill, concrete, haul and disposal will not be measured and paid for separately
but shall be included in the contract unit price for each type of adjustment.
BASIS OF PAYMENT
Subsection 210.13 shall include the following:
Payment will be made under:
Pay Item Unit
210.00 Reset Mail Box Each
210.01 Adjust Valve Box Each
210.02 Adjust Valve Box with Ring Each
210.03 Adjust Valve Box with Tyler 6860 Series,
Item R 69, Screw Type Adjustable Riser Each
210.04 Adjust and Replace Top Section of Valve Box Each
210.05 Tyler 6850 Series, Item 58,
14" Valve Box Extension (Part Only) Each
210.06 Tyler 6860 Series 16" Valve Box
Top Section Without Lid (Part Only) Each
210.07 Tyler 6860 Series 26" Valve Box
Top Section Without Lid (Part Only) Each
REVISION OF SECTION 210
RESET STRUCTURES
Project Specifications – Page 18 of 40
210.08 Total Valve Box Replacement
Tyler 6860 Series, 30” Bottom Section Each
210.09 Adjust Standard Manhole ≤ 24” Each
210.10 Adjust Special Manhole > 24” Each
210.11 Adjust Manhole With Ring Each
The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals, and for doing all the work involved in adjusting structures, complete-in-place, including non-shrink backfill,
concrete, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer.
REVISION OF SECTION 306
RECONDITIONING/ASPHALT RECYCLING
Project Specifications – Page 19 of 40
Section 306 of the Standard Specifications is hereby revised as follows:
CONSTRUCTION REQUIREMENTS
Subsection 306.02 is revised to include the following:
Reconditioning shall consist of scarifying and recompacting the top 8" of the entire subgrade. Sufficient water
shall be added to meet the density requirements as specified. The subgrade shall be thoroughly mixed and
moistened to full depth and compacted as specified in Section 203.07. The reconditioned surface shall not vary
above or below the lines and grades as staked by more than 0.04 foot under asphalt or concrete pavement, or
0.08 foot under aggregate base course. The surface shall be tested prior to application of any base course or
pavement. All defective work shall be corrected as directed. The surface shall be satisfactorily maintained until
base course or pavement has been placed.
Asphalt Recycling shall consist of homogeneously pulverizing and mixing the existing asphalt roadway and
underlying base material to a depth as determined by the Engineer. Care shall be taken to insure that the
recycling process does not extend into the subgrade material. The resulting mixture shall be pulverized and
blended to the satisfaction of the Engineer and meet the following requirements:
Minimum Passing 1½" 97-100 %
Minimum Passing No. 1 Sieve 60-65 %
The equipment required for Asphalt Recycling shall be a self-propelled, rotary cross shaft mixing machine with
a minimum of 400 horsepower and equipped with carbide-tipped teeth. This machine must be capable of
making consecutive passes until the gradation requirement is met. The mixer shall be capable of pulverizing
and mixing to a minimum depth of 12".
The subcontractor performing Asphalt Recycling must have previous experience in the field of in-place Asphalt
Recycling.
METHOD OF MEASUREMENT
Subsection 306.03 is revised to include the following:
The accepted quantities of Reconditioning and in place Asphalt Recycling will be paid for at the contract unit
price per square yard.
BASIS OF PAYMENT
Subsection 306.04 is revised to include the following:
Payment will be made under:
Pay Item Unit
306.10 Subgrade Preparation S.Y.
306.20 Asphalt Recycling (5-10") S.Y.
REVISION OF SECTION 306
RECONDITIONING/ASPHALT RECYCLING
Project Specifications – Page 20 of 40
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all work involved in Reconditioning and Asphalt Recycling, complete-
in-place, including compaction, wetting or drying, and finish grading, as shown on the plans, as specified in
these specifications, and as directed by the Engineer.
REVISION OF SECTION 307
STABILIZED SUBGRADE - CLASS C FLY ASH
Project Specifications – Page 21 of 40
Section 307 of the Standard Specification is hereby revised as follows:
DESCRIPTION
Subsection 307.01 is revised to include the following:
This item shall consist of treating the subgrade, existing subbase or existing base, by pulverizing, adding Class
C fly ash, and mixing and compacting the mixed material to the required density. This item applies to natural
ground or embankment and shall be constructed as specified herein and in conformity with the typical sections,
lines and grades as shown on the plans or as established by the Engineer.
MATERIALS
Subsection 307.02 is revised to include the following:
(1) Fly Ash - Fly Ash shall meet ASTM C 618 for Class C Fly Ash.
(2) Water - The water used in the stabilized mixture shall be potable.
CONSTRUCTION REQUIREMENTS
Subsection 307.04 is revised to include the following:
EQUIPMENT
(1) The machinery, tools and equipment necessary for proper prosecution of the work shall be on the
project and approved by the Engineer prior to the beginning of construction operations.
All machinery, tools, and equipment used shall be maintained in a satisfactory and workmanlike
manner.
(2) Fly ash is furnished in trucks. Each truck shall have the weight of fly ash recorded on certified scales.
CONSTRUCTION METHODS
(1) General
It is the purpose of this specification to secure a completed course of treated material which contains a
uniform fly ash/soil mixture with no loose or segregated areas; has a uniform density and moisture
content; is well bound for its full depth; and has a smooth surface suitable for placing subsequent
courses. It shall be the responsibility of the Contractor to regulate the sequence of his work; to process
a sufficient quantity of material to provide full depth as shown on the plans; to use the proper amounts
of fly ash; to maintain the work; and to rework the courses as necessary to meet the above
requirements.
(2) Preparation of Subgrade
Before other construction operations are begun, the subgrade shall be graded and shaped to enable the
fly ash treatment of materials in place, in conformance with the lines, grades, and thickness shown on
the plans.
REVISION OF SECTION 307
STABILIZED SUBGRADE - CLASS C FLY ASH
Project Specifications – Page 22 of 40
(3) Application
The fly ash shall be spread by a method approved by the Engineer at the rates shown on the plans or as
directed by the Engineer. Fly ash shall not be applied when wind conditions, in the opinion of the
Engineer, are such that blowing fly ash becomes objectionable to traffic or adjacent property owners.
During final mixing, the materials shall be sprinkled, as directed by the Engineer, until the proper
moisture content has been secured. However, initial mixing after the addition of fly ash will be
accomplished dry, or with a minimum of water, to prevent fly ash balls. Final moisture content of the
mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than 2%,
nor be less than optimum by more than 2%. Should the natural moisture content of the soil be above
the specified range, aeration of the soil may be required prior to addition of the fly ash.
(4) Mixing
The soil and fly ash shall be thoroughly mixed by approved road mixers or other approved equipment.
The mixing shall continue until, in the opinion of the Engineer, a homogeneous, friable mixture of soil
and fly ash is obtained, free from all clods or lumps. Water required to achieve the specified moisture
content for the mixture should be added after initial mixing. There shall be a 6" overlap between
passes to assure a consistent mix.
(5) Compaction
Compaction of the mixture shall begin immediately after mixing of the fly ash and shall be completed
within 2 hours following addition of water to the fly ash. The material shall be sprinkled as necessary
to maintain the optimum moisture. Compaction of the mixture shall begin at the bottom and shall
continue until the entire depth of mixture is uniformly compacted to the specified density.
All non-uniform (too wet, too dry, or insufficiently treated) areas which appear shall be corrected
immediately by scarifying the areas affected, adding or removing material as required, and reshaping
and re-compacting by sprinkling and rolling. The surface of the course shall be maintained in a
smooth condition, free from undulations and ruts, until other work is placed thereon or the work is
accepted.
The stabilized section shall be compacted to the extent necessary to provide the density specified
below.
DESCRIPTION DENSITY
For fly ash treated subgrade, existing subbase or
existing base that will receive subsequent subbase
or base courses.
Not less than 95% maximum dry density
(ASTM D 698)
For fly ash treated base that will receive surface
course.
Not less than 97% maximum dry density
(ASTM D 698)
In addition to the requirements specified for density, the full depth of the material shown on the plans
shall be compacted to the extent necessary to remain firm and stable under construction equipment.
After each section is completed, tests as necessary will be made by the Engineer. If the material fails
to meet the density requirements, the Engineer may require it to be reworked as necessary to meet
those requirements or require the Contractor to change his construction methods to obtain required
density on the next section. Throughout this entire operation the shape of the course shall be
maintained by blading, and the surface, upon completion, shall be smooth and in conformity with the
REVISION OF SECTION 307
STABILIZED SUBGRADE - CLASS C FLY ASH
Project Specifications – Page 23 of 40
typical section shown on the plans and to the established lines and grades. Blading should be
terminated within 2 hours after blending of the fly ash. Should the material, due to any reason or
cause, lose the required stability, density or finish before the next course is placed, or the work is
accepted, it shall be reprocessed, re-compacted, and refinished at the sole expense of the Contractor.
Reprocessing shall follow the same pattern as the initial stabilization, including the addition of fly ash.
(6) Finishing, Curing, and Preparation for Surfacing
After the final layer or course of the treated subgrade, subbase or base has been compacted, it shall be
brought to the required lines and grades in accordance with the typical sections.
(a) The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and
“clipped”, “skinned”, or “tight bladed” by a power grader to a depth of approximately 1/4",
removing all loosened stabilized material from the section. Re-compaction of the loose
material should not be attempted. The surface shall then be thoroughly compacted with the
pneumatic roller, adding small increments of moisture as needed during rolling. If plus No. 4
aggregate is present on the surface of the mixture, one complete coverage of the section with
the flat wheel roller shall be made immediately after the “clipping” operation. When directed
by the Engineer, surface finishing methods may be varied from this procedure provided a
dense, uniform surface, free of surface compaction planes, is produced. The moisture content
of the surface material must be maintained within the specified range during all finishing, and
shall proceed in such a manner as to produce, in not more than 2 hours, a smooth, closely
knit surface, free of cracks, ridges or loose material conforming to the crown, grade and line
shown on the plans.
(b) After the fly ash treated course has been finished as specified herein, the surface shall be
protected against rapid drying in a thorough and continuously moist condition by sprinkling
for a period of not less than 3 days, or until the surface or subsequent courses are placed.
METHOD OF MEASUREMENT
Subsection 307.13 is revised to include the following:
Fly ash treatment of the subgrade, existing subbase, and existing base shall be measured by the square yard to
neat lines as shown on the typical sections.
BASIS OF PAYMENT
Subsection 307.14 is revised to include the following:
Work performed and materials furnished as prescribed by this item and measured as provided under
“Measurement” will be paid for as follows:
Pay Item Unit
307.10 Class C Fly Ash Delivered and Spread
12" Depth, 10% by Weight Ton
307.20 Stabilize Subgrade – Tilled & Watered S.Y.
REVISION OF SECTION 307
STABILIZED SUBGRADE - CLASS C FLY ASH
Project Specifications – Page 24 of 40
“Fly Ash Treated Subgrade” will be paid for at the unit price bid per square yard. The unit price bid shall be
full compensation for all correction of secondary subgrade; for loosening, mixing, pulverizing, spreading,
drying, application of fly ash, and maintaining; for all curing, including all curing water and/or other curing
materials; for all manipulations required; for all hauling and freight involved; for all tools, equipment, labor, and
for all materials necessary to complete the work, including fly ash, as shown on the plans, as specified in these
specifications, and as directed by the Engineer.
REVISION OF SECTION 401
PLANT MIX PAVEMENTS
Project Specifications – Page 25 of 40
Section 401 of the Standard Specifications is hereby revised as follows:
MATERIALS
The following two paragraphs shall be deleted from Subsection 401.02
(a)(4) “A sufficient quantity of each aggregate, mineral filler, reclaimed material, and additive for the
required Laboratory tests.”
“The Department will process one asphalt design mix for each pavement grading at no charge to the Contractor.
The Contractor will be assessed a charge of $3,000 for testing and evaluating each additional design mix
submitted by the Contractor.”
Subsection 401.02 is hereby revised to include the following:
Requests made in writing by the Contractor for changes in the job mix formula will be considered by the
Engineer. A job mix formula shall be determined by the Contractor and submitted to the Engineer for approval
a minimum of one week prior to the beginning of construction for each proposed change. The Contractor shall
provide the Engineer with a report from an independent testing laboratory acceptable to the Engineer. The
report shall state the Superpave properties, optimum oil content, job mix formula and recommended mixing and
placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor.
If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City
may charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration.
Mix design verification testing shall be the responsibility of the Contractor. A minimum of one verification
per mix design or one per 10,000 ton of mix used shall be provided to confirm oil content, gradation, air
voids, VMA, and stability.
CONSTRUCTION REQUIREMENTS
Subsection 401.07 shall include the following:
Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water, snow,
and ice. The plant mix pavement shall be placed only when both the air and surface temperatures equal or
exceed the temperatures specified in Table 401-3, the dates coincide with Table 401-3A, and the Engineer
determines that the weather conditions permit the pavement to be properly placed and compacted.
Subsection 401.17 is hereby revised to include the following:
All pneumatic tire rollers shall be equipped with rubber skirts.
REVISION OF SECTION 403
HOT MIX ASPHALT
Project Specifications – Page 26 of 40
Section 403 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 403.01 is revised to include the following:
This work shall consist of placing the specified depth of Hot Bituminous Pavement, Grading SX - Parking Lot
Overlay, Grading SX, Grading SG, or Grading S, over existing pavement or subgrade surfaces previously
prepared by the Contractor or City of Fort Collins Crews, according to the current Larimer County Urban Area
Street Standards and Colorado Department of Transportation Design Criteria.
MATERIALS
Subsection 403.02 is revised to include the following:
Laboratory Mix Design - SHRP Mix, Grading S - The mix design shall be prepared by an independent
laboratory acceptable to the Engineer. The criterion for the mix design is as follows:
Designed according to most recent set of SUPERPAVE Specifications available at the time
A request made in writing by the Contractor for changes in the job mix formula will be considered by the
Engineer.
The design mix for Grading S, SX, and SG shall conform to the current Larimer County Urban Area Street
Standards and the following:
Property
Test
Method
Grading S
Grading SG
Grading SX
Minimum Dry Split
Tensile Strength, kPa
(psi)
CPL 5109
Method B
205 (30)
205 (30)
205 (30)
Grade of Asphalt
Cement
Top Layer
PG 64-28
PG 64-22
PG 64-22
Grade of Asphalt
Cement Layers Below
Top
PG 64-28
PG 64-22
PG 64-22
Voids in the Mineral
Aggregate (VMA) %
minimum
CP 48
(a)
(a)
(a)
Voids Filled with
Asphalt (VFA) %
AI MS-2
(a)
(a)
(a)
(a) Current CDOT Design Criteria
(b) Residential 75, Collector 100, Arterial 100
REVISION OF SECTION 403
HOT MIX ASPHALT
Project Specifications – Page 27 of 40
The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP.
This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the
Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be
corrected before paving operations will be allowed to resume.
Reclaimed materials will not be allowed in Hot Bituminous Pavement. A maximum of 20% reclaimed material
will be allowed for HBP Grading SG.
Emulsified Asphalt for tack coat shall be Grade CSS-1h. The tack coat shall consist of a 1:1 dilution (one (1)
part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1
gallons per square yard.
CONSTRUCTION REQUIREMENTS
Subsection 403.03 is revised to include the following:
The Contractor shall construct the work such that all roadway pavement placed prior to the time paving
operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's
Progress Schedule shall show the methods to be used to comply with this requirement.
Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature
lower than 225Ε F.
The existing pavement shall be broomed and cleaned to be free of dirt, water, vegetation and other deleterious
matter immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut
vertically, and perpendicular or parallel to the roadway, as directed by the Engineer. Tack coat shall be placed
against clean, vertical edges on all sides of the area to be patched.
Hot Bituminous Pavement Grading SX and S, shall be placed in equal lifts two (2) inches. The minimum lift
thickness shall be one and one half (1½”) inch. HBP Grading SG shall be placed in equal lifts not exceeding
four (4) inches. The minimum lift thickness shall be three (3) inches. Overlaying layers of Hot Bituminous
Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will
support the equipment without rutting, shoving or moving in any manner. Tack coat shall be placed between all
lifts.
Any leveling courses placed shall be paid for at the contract unit price for Hot Bituminous Pavement.
Asphalt depths are specified per location in Section 02500, Quantity Estimate. Any deviation from the
specified depths shall be approved by the Engineer prior to asphalt placement.
METHOD OF MEASUREMENT
Subsection 403.04 shall include the following:
Hot Bituminous Pavement Grading SX - Parking Lot, SX – Basketball Court, SX, S, and SG, will be measured
by the ton and paid for at the Contract Unit Price for Hot Bituminous Pavement. Haul, bituminous materials,
aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work necessary to
complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit
price bid.
REVISION OF SECTION 403
HOT MIX ASPHALT
Project Specifications – Page 28 of 40
Load slips shall be consecutively numbered for each day and shall include batch time.
BASIS OF PAYMENT
Subsection 403.05 shall include the following:
Payment will be made under:
Pay Item Unit
403.01 HMA Grading SX - Parking Lot Overlay Ton
403.02 HMA Grading SX - Basketball Court Ton
403.03 HMA Grading SX Ton
403.04 HMA Grading S, 64 - 28 Modified Binder Ton
403.05 HMA Grading S, 64 - 22 Binder Ton
403.06 HMA Grading SG Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in Hot Bituminous Pavement, including
compaction, rolling, haul, surface preparation, and bituminous materials, complete in-place, as shown on these
plans, as specified in these specifications, and as directed by the Engineer.
REVISION OF SECTION 403
HOT MIX ASPHALT - PATCHING
Project Specifications – Page 29 of 40
Section 403 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 403.01 is revised to include the following:
This work shall consist of excavating pavement areas to the specified depth, preparing the subgrade, and placing
Hot Bituminous Pavement in accordance with these specifications, and in reasonably close conformity with the
lines, grades, thickness and typical cross sections shown on the plans or established.
MATERIALS
Subsection 403.02 is revised to include the following:
The materials shall conform to the requirements of Revision of Section 403 - Hot Bituminous Pavement found
herein.
CONSTRUCTION REQUIREMENTS
Subsection 403.03 is revised to include the following:
Patching will be accomplished in the following manner:
A straight vertical cut shall be made through the pavement to provide a square or rectangular opening, such that
each edge of the finished patch will be parallel or at right angles to the direction of traffic. Wheel cutting shall
not be allowed. All patches placed in pavement not to be overlaid shall be sawcut.
If, in the opinion of the Engineer, the subgrade material for the patch is unsuitable, it shall be removed to the
limits and depths designated. If asphalt is to be placed in the extra depth, the Contract Unit Price for Patching
shall be used for measurement and payment. If the deepened section is to be filled with Borrow, the excavation
will be measured and paid for under Revision of Section 203 - Excavation and the material paid for under the
appropriate item found herein.
The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have
been placed.
After the excavation has been completed, the Contractor shall prepare the subgrade by utilizing a vibratory
plate, roller, or other compaction device approved by the Engineer.
After the area to be patched is prepared, the Contractor shall place an emulsified asphalt tack coat on all
pavement cut surfaces and on the lip of exposed gutter and crosspan faces that abut these paving areas.
Emulsified Asphalt for tack coat shall be grade CSS-1h. The tack coat shall consist of a 1:1 dilution (one (1)
part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1
gallons per square yard.
Grading SG shall be used in all locations except in locations where patching takes place and no overlay is
scheduled.
REVISION OF SECTION 403
HOT MIX ASPHALT - PATCHING
Project Specifications – Page 30 of 40
Grading SG shall be placed in the bottom of the patches and shall be left one and one-half (12) to two (2)
inches below the existing street surface to allow the patch to be "topped" with a surface course material.
The "topping" material shall be Hot Bituminous Pavement Grading SX for residential streets, and Grading
S for arterials and collectors. Hot Bituminous Pavement used for "topping" material will be measured and
paid for at the Contract Unit Price for Patching.
In locations where concrete repairs take place in an area of a large patch or in grind areas and the grind
operation does not immediately follow the concrete repair (three (3) days), the Contractor shall remove no
more than six (6) inches of pavement. The pavement areas shall be temporarily patched with a minimum of
two (2) inches of asphalt. These locations shall be paid under the Contract Unit Price for Patching.
Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a
temperature lower than 225° F.
Pavement areas to be replaced adjacent to concrete repairs shall be completed within three (3) working
days of said concrete work.
Areas requiring reduction in the quantity for Patching shall be deducted from the pay quantity using the
following formula: Deduct 0.054 Tons Per Square Yard Inch
METHOD OF MEASUREMENT
Subsection 403.04 is revised to include the following:
Patching and Arterial Patching will be measured and paid for at the Contract Unit Price per Ton. The
Arterial Patching item will be used when existing asphalt is equal to or greater than 10”. Pavement cutting,
excavation, subgrade preparation, haul, disposal, and bituminous materials will not be measured or paid for
separately, but shall be included in the contract price for Patching or Arterial Patching.
Load slips shall be consecutively numbered for each day and shall include the batch time.
BASIS OF PAYMENT
Subsection 403.05 is revised to include the following:
Payment will be made under:
Pay Item Unit
403.07 HMA Patching - Remove & Replace Ton
403.08 HMA Patching ≥ 10” Remove & Replace Ton
The above prices and payments shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all the work involved in Patching, including pavement cutting,
excavation, haul, disposal, surface preparation, and bituminous materials, complete-in-place, as shown on
these plans, as specified in these specifications, and as directed by the Engineer.
REVISION OF SECTION 420
GEOTEXTILE PAVING FABRIC
Project Specifications – Page 31 of 40
Section 420 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subection 420.01 is revised to include the following:
This work shall consist of placing Geotextile Paving Fabric as manufactured by Phillips Fibers
Corporation, Hoechst Fibers Industries, Amoco Fabrics Company, or an approved equal in designated areas
in substantial compliance with the plans, specifications and as directed by the Engineer.
MATERIALS
Subsection 420.02 is revised to include the following:
Geotextile Paving Fabric shall be a non-woven, needle-punched pavement reinforcing fabric which
conforms to the following properties:
Grab Strength, either 90 lbs.
direction, minimum
(ASTM D-4632)
Elongation, either direction, 50 percent
minimum
(ASTM D-4632)
Burst Strength, minimum 185 PSI
(ASTM D-3786)
Weight, minimum 3.6 oz./sq. yd.
Asphalt Retention, minimum 0.2 gal./sq. yd.
(TF25 #8)
Melting Point, minimum 300° Fahrenheit
(ASTM D-276)
The tack coat to be applied to the road surface and/or to the Geotextile Paving Fabric shall meet the
following requirements:
Asphalt Cement AC-20
Emulsified and/or Cutback Asphalt shall not be used as tack coat for Geotextile Paving Fabric.
CONSTRUCTION REQUIREMENTS
Subsection 420.03 is revised to include the following:
Surface preparation: The pavement to be repaired shall be cleaned and free of dirt, dust, water and
vegetation. Cracks shall be cleaned and filled in accordance with "Revision of Section 403, Crack Sealing"
of these Specifications. If the crack filling materials contain volatiles, adequate curing time must be
allowed prior to placement of the fabric. The pavement must be cleared of all sharp or angular protrusions.
REVISION OF SECTION 420
GEOTEXTILE PAVING FABRIC
Project Specifications – Page 32 of 40
Application of Tack Coat: The tack coat shall be applied at a rate in accordance with the manufacturer's
specifications (approximately 0.25 gal./sq. yd). Application must be by a distributor. Temperature of the
tack coat must be sufficiently high to permit a uniform spray pattern. The maximum asphalt temperature
shall be 300° F.
Subsection 420.04 is revised to include the following:
Geotextile Paving Fabric Placement: The Geotextile Paving Fabric shall be placed into the tack coat with a
minimum of wrinkles.
If Geotextile Paving Fabric folds greater than one inch (1") occur, the Geotextile Paving Fabric shall be slit and
allowed to lie flat. Additional tack coat shall be placed as required to insure fabric bonding.
If Geotextile Paving Fabric is placed adjacent to patched sections of roadway, the fabric shall overlap said
patched section a minimum of 12 inches.
All joints shall overlap adjacent fabric approximately 2-6 inches.
Transverse joints of the Geotextile Paving Fabric shall be shingled in the direction of the paving to prevent edge
pickup by the paver.
Additional tack coat shall be uniformly applied to the joints and overlaps to insure bonding.
It shall be the Contractors responsibility to maintain the Geotextile Paving Fabric until the overlay is complete.
If the Geotextile Paving Fabric begins to be picked up, the Contractor shall immediately broadcast sand or hot
mix asphalt over the area or "skin" the Geotextile Paving Fabric with Hot Bituminous Pavement SC Type 1 or
2. Excess sand or hot mix shall be removed before paving. Sand used for this purpose will not be measured
and paid for separately under the terms of this contract. Hot Bituminous Pavement (SC Type 1 or 2) used for
this purpose will be measured and paid for at their respective contract unit prices per ton.
Geotextile Paving Fabric shall be clean, dry and sufficiently bonded to the tack coat prior to commencing the
paving operations. Paving operations shall be completed the same day as the Geotextile Paving Fabric
placement.
METHOD OF MEASUREMENT
Subsection 420.09 is revised to include the following:
Geotextile Paving Fabric will be measured by the square yard of surface area covered, complete in place,
including surface preparation and AC-20 tack coat.
BASIS OF PAYMENT
Subsection 420.10 is revised to include the following:
The accepted quantities of Geotextile Paving Fabric will be paid for at the contract unit price per square yard
complete-in-place, including surface preparation and AC-20 tack coat.
REVISION OF SECTION 420
GEOTEXTILE PAVING FABRIC
Project Specifications – Page 33 of 40
Payment will be made under:
Pay Item Pay Unit
420.01 Geotextile Paving Fabric Square Yard
The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals, and for doing all the work involved in placing tack coat and Geotextile Paving Fabric, including
haul and bituminous materials, complete-in-place, as shown on the plans, as specified in these specifications, and as
directed by the Engineer.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications – Page 34 of 40
Section 630 of the Standard Specifications is hereby revised as follows:
DESCRIPTION
Subsection 630.01 shall be revised as follows:
This work shall consist of furnishing, installing, moving maintaining and removing temporary traffic signs,
advance warning arrows panels, barricades, channelizing devices, and delineators as required by the latest
revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of
Fort Collins “Work Area Traffic Control Handbook”, and the Larimer County Urban Area Street Standards.
In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern.
When a device is not in use, the Contractor shall remove it from the project for the period it is not needed.
Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices
removed from the project and later returned to use. Payment shall be made for the maximum number of each
type of traffic control device being used at one given time per day.
Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes
the hazards to pedestrians, bicyclists and vehicles.
Traffic control devices shall be removed from the site immediately upon completion of the work for any
street(s).
MATERIALS
Subsection 630.02 shall include the following:
All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the
MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be
maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of
crossed out information or any other form of defacement that detracts from the purpose for which they are
intended (i.e. crossed out information, information written in long-hand style, etc.)
Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to
avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as
residents affected by any information the sign may present.
CONSTRUCTION REQUIREMENTS
Subsection 630.09 shall be revised as follows:
TRAFFIC CONTROL PLAN
Traffic control through the construction areas is the responsibility of the Contractor.
For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied
forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m., two working
days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday
shall be submitted the previous Friday by 8:00 a.m.) Full road closure plans shall be submitted no later than
Friday mornings by 8:00 a.m. for projects starting the following week. All plans shall be delivered to City
Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications – Page 35 of 40
construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic
Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment
for all work and materials at that location, with no adjustment in the contract time.
All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be
considered incidental to the Work.
The Traffic Control Plan shall include, as a minimum, the following:
(1) A detailed diagram which shows the location of all sign placements, including advance construction
signs (if not previously approved) and speed limit signs; method, length and time duration for lane
closures, and location of flag persons.
(2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to:
construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades;
cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain
traffic control devices may be used for more than one operation or phase. However, all devices
required for any particular phase must be detailed and tabulated for each phase.
(3) Number of flaggers to be used.
(4) Parking Restrictions to be in affect.
Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is
to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this
contract.
Parking Restriction Plans shall be submitted and approved which show the location and quantity of "NO
PARKING" signs, the date to be placed, and the date to be removed. The plans shall be prepared on City
supplied forms. The Parking Restriction Plans shall be submitted to the Engineer by 8:00 a.m., two working
days prior to the commencement of work. (Note: Parking Restriction Plans for work done on Monday and
Tuesday shall be submitted the previous Friday by 8:00 a.m.) All plans shall be delivered to City Engineering,
281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start
until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan
shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work
and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting
the traffic control plan shall be included in the contract unit price for Traffic Control Supervisor.
Subsection 630.10 shall be revised as follows:
TRAFFIC CONTROL MANAGEMENT
Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall
possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic
Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor.
(Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City
representative, for each TCS utilized on this project.)
One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as
a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week
prior to commencement of the work. The Head TCS shall be on site at all times during the construction when
payment is made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications – Page 36 of 40
paid under the TCS per hour item, time spent on site may be modified by the City Representative, as needed,
based on the size and complexity of the project, location of work, duration of the project, traffic factors,
weather, and roadway characteristics.
The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour
pay unit for TCS.
It is the intent of the specifications that the Head TCS be the same throughout the project. If the Head TCS is to
be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and
qualifications shall be submitted for approval for the replacement.
The Head TCS will be paid for under the TCS item.
The TCS's duties shall include, but not be limited to:
(1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be
measured or paid for separately, but shall be considered incidental to the Work.)
(2) Direct supervision of project flaggers.
(3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers.
(4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school
districts and other affected agencies and parties prior to construction. Typed hand delivered
notification to all businesses and residents at least 24 hours prior to construction. (The notification of
residents and businesses may be accomplished by a representative of the TCS.)
(5) Maintaining a project traffic control diary which shall become part of the City's project records.
(6) Inspecting traffic control devices on every calendar day for the duration of the project.
(7) Insuring that traffic control devices are functioning as required.
(8) Overseeing all requirements covered by the plans and specifications which contribute to the
convenience, safety and orderly movement of traffic.
(9) Flagging.
(10) Setting up traffic control devices.
Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing
letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on
lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access
restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters
will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work.
Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a
minimum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing
letters is the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the letters
shall be included in the cost for TCS.
Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make
arrangements so that the Traffic Control Supervisor or their approved representative will be available on every
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications – Page 37 of 40
working day, "on call" at all times and available upon the Engineer's request at other than normal working
hours. All costs associated with “on call” service, excluding actual hours worked, shall be included in the
contract unit price for Traffic Control Supervisor.
The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and
other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the
weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in
the unit prices for the equipment. Time spent setting up equipment, modifying equipment, maintaining
equipment, and picking up equipment shall be included in the unit prices for the equipment.
All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor.
The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic
Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway
construction, available at all times.
METHOD OF MEASUREMENT
Subsection 630.14 shall be revised as follows:
Quantities to be measured for construction traffic control devices shall be the number of units of the various
sizes and descriptions listed below:
Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet
Size B Signs - 9.01 to 16.00 Square Feet
"NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size
A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a
Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign
material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price
for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include
delivery, rental, setup, modification, maintenance, and pickup.
“NO PARKING” signs must remain in place until the street is open to traffic. The “NO PARKING” signs shall
be in effect for one or two days only.
Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured
by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer.
Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit.
The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The
quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the
Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a
day, authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On
Call" and project inspections on all other days will not be measured and paid for separately but shall be included
in the work.
The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment
(not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit
Price for Traffic Control Supervisor.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications – Page 38 of 40
If a TCS(s) is used for an authorized day, but not for the entire day, the TCS shall be paid at the Contract Unit
Price for "Traffic Control Supervisor" at the per hour rate.
The quantity to be measured for flagging will be the total number of hours that flagging is actually used as
authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks
shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be
approved by the Engineer.
Flagging outside of the construction work hours will not be paid for under the terms of this contract unless
authorized in writing by the Engineer.
Flagger stand-by time will not be paid for under the terms of this contract.
In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the
traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO
PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances
when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under
the terms of this contract unless authorized by the Engineer in writing.
In addition, the Owner shall deduct from compensation due the Contractor $10.00 for each traffic control device
per day for said conditions, including "NO PARKING" signs and any signs which are not removed from the site
immediately upon completion of the work.
BASIS OF PAYMENT
Subsection 630.15 shall be revised as follows:
The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery,
rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be
paid for under the Contract Unit Price for TCS as described above.
The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance,
and pickup.
Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of
construction traffic control devices necessary to complete the work. All construction traffic control devices
which are not permanently incorporated into the project will remain the property of the Contractor.
The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the
appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured,
they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to
the Contractor.
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below:
Pay Item Unit
630.01 "NO PARKING" Sign with Stand Per Day Per Each
630.02 Vertical Panel Without Light Per Day Per Each
630.03 Channelizing Drum Without Light Per Day Per Each
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications – Page 39 of 40
630.04 Type I/II Barricade Without Light Per Day Per Each
630.05 Type III Barricade Without Light Per Day Per Each
630.06 Size A Sign With Stand Per Day Per Each
630.07 Size B Sign With Stand Per Day Per Each
630.08 Size A Specialty Sign - Cost of
Manufacturing Each
630.09 Size B Specialty Sign - Cost of
Manufacturing Each
630.10 Cone With Reflective Strip Per Day Per Each
630.11 Safety Fence Per Day Per Roll
630.12 Light Per Day Per Each
630.13 Advance Warning Flashing or
Sequencing Arrow Panel Per Day Per Each
630.14 Variable Message Board Per Day Per Each
630.15 Traffic Control Supervisor Per Day
630.16 Traffic Control Supervisor Per Hour
630.17 Flagging Per Hour
Flagger hand signs will not be measured and paid for separately, but shall be included in the work.
The flaggers shall be provided with electronic communication devices when required. These devices will not
be measured and paid for separately, but shall be included in the work.
The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but
will be considered subsidiary to the item.
Sand bags will not be measured and paid for separately, but shall be included in the work.
The Contractor may provide larger construction traffic signs than those typically used in accordance with the
MUTCD, if approved; however, payment will be made for the typical panel size.
The City shall not be responsible for any losses or damage due to theft or vandalism.
REVISION OF SECTION 630
CONSTRUCTION ZONE TRAFFIC CONTROL
Project Specifications – Page 40 of 40
SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS
NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE
ENGINEER IN WRITING.
NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL
BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE
ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE
COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE
PUBLIC THROUGH THE MEDIA.
SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS
NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE
TRAFFIC CONTROL PLANS.
SECTION 02500
QUANTITY ESTIMATE
This work shall consist of asphalt patching, asphalt overlays, geotextile paving fabric, and manhole and valve box
adjustments on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional
quantities are included in the Bid Schedule for locations not yet identified at the time of the bid.
All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for
estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of
payment shall be the actual amount of materials furnished and Work done.
Contractor agrees that he/she will make no claim for damages, anticipated profits, or otherwise on account of any
difference between the amount of Work actually performed and materials actually furnished and the estimated amount
therefor.
SECTION 02500
QUANTITY ESTIMATE
202.01 202.03 202.04 210.01 210.09 210.10 307.01 307.02
Grinding
Surface
Preparation <
3"
Grinding
Surface
Preparation
5" to 7"
Grinding
Surface
Preparation
7" to 9"
Adjust Valve
Box
Adjust Std.
MH 24"
Adjust Special
MH > 24"
Class C Fly
Ash
Stabilize
Subgrade
SY SY SY EA EA EA TON SY
MANHATTAN AREA
MANHATTAN DR HORSETOOTH RD TROUTMAN PKWY 0.00 0.00 0.00 18.00 8.00 0.00 0.00 0.00
0.00 0.00 0.00 18.00 8.00 0.00 0.00 0.00
EASTDALE DR AREA
EASTDALE DR STOVER ST STOVER ST 0.00 0.00 0.00 1.00 4.00 0.00 0.00 0.00
0.00 0.00 0.00 1.00 4.00 0.00 0.00 0.00
LANDINGS DR AREA
BOARDWALK DR S. COLLEGE AV LANDINGS DR 0.00 0.00 7144.45 15.00 7.00 0.00 450.10 7144.45
LANDINGS DR BOARDWALK DR HORSETOOTH RD 0.00 11433.33 0.00 10.00 3.00 0.00 720.30 11433.33
STARBOARD CT LANDINGS DR CDS 1116.67 0.00 0.00 3.00 1.00 0.00 70.35 1116.67
1116.67 11433.33 7144.45 28.00 11.00 0.00 1240.75 19694.45
E. MULBERRY AREA
MULBERY ST S. COLLEGE AV RIVERSIDE AV 0.00 0.00 0.00 18.00 12.00 16.00 0.00 0.00
0.00 0.00 0.00 18.00 12.00 16.00 0.00 0.00
REMINGTON AREA
REMINGTON ST MAGNOLIA ST LAKE ST 0.00 0.00 0.00 13.00 4.00 11.00 0.00 0.00
0.00 0.00 0.00 13.00 4.00 11.00 0.00 0.00
PARKWOOD EAST AREA
EASTWOOD DR DRAKE RD KIRKWOOD DR 0.00 0.00 0.00 11.00 13.00 0.00 0.00 0.00
EASTWOOD CDS EASTWOOD DR CDS 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00
CREEKWOOD DR DRAKE RD E. STUART DR 0.00 0.00 0.00 8.00 8.00 0.00 0.00 0.00
CREEKWOOD DR CDS CREEKWOOD DR END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 23.00 23.00 0.00 0.00 0.00
FOX MEADOWS AREA
ANTELOPE RD END CARIBOU DR 0.00 0.00 0.00 1.00 12.00 0.00 0.00 0.00
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR 0.00 0.00 0.00 5.00 14.00 0.00 0.00 0.00
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR 0.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00
BOBCAT PL ANTELOPE RD END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
COYOTE PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
CARIBOU DR HORSETOOTH RD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
DALL PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
JAGUAR PL ANTELOPE RD END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
KODIAK RD WAPITI RD CARIBOU DR 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00
SECTION 02500
QUANTITY ESTIMATE
MANHATTAN AREA
MANHATTAN DR HORSETOOTH RD TROUTMAN PKWY
EASTDALE DR AREA
EASTDALE DR STOVER ST STOVER ST
LANDINGS DR AREA
BOARDWALK DR S. COLLEGE AV LANDINGS DR
LANDINGS DR BOARDWALK DR HORSETOOTH RD
STARBOARD CT LANDINGS DR CDS
E. MULBERRY AREA
MULBERY ST S. COLLEGE AV RIVERSIDE AV
REMINGTON AREA
REMINGTON ST MAGNOLIA ST LAKE ST
PARKWOOD EAST AREA
EASTWOOD DR DRAKE RD KIRKWOOD DR
EASTWOOD CDS EASTWOOD DR CDS
KIRKWOOD DR CREEKWOOD DR EASTWOOD DR
CREEKWOOD DR DRAKE RD E. STUART DR
CREEKWOOD DR CDS CREEKWOOD DR END
FOX MEADOWS AREA
ANTELOPE RD END CARIBOU DR
ARCTIC FOX DR E. HORSETOOTH RD CARIBOU DR
BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR
BOBCAT PL ANTELOPE RD END
COYOTE PL ARTIC FOX DR END
CARIBOU DR HORSETOOTH RD
DALL PL ARTIC FOX DR END
JAGUAR PL ANTELOPE RD END
KODIAK RD WAPITI RD CARIBOU DR
MULEY ST ANTELOPE RD WAPITI RD
PUMA PL ARTIC FOX DR END
RED WOLF PL END ANTELOPE RD
SLIVER TIP PL ANTELOPE RD END
WAPITI RD ARTIC FOX DR CARIBOU DR
WHITETAIL PL ARTIC FOX DR END
THE OVERLOOK AT WOODRIDGE
CLIFFSIDE CT OVERLOOK DR END
CRESTVIEW CT OVERLOOK DR END
GLENVIEW CT VISTA DR END
MEADOWVIEW CT VISTA DR END
OVERLOOK DR W. HARMONY RD WESTPOINT CT
PRAIRIEVIEW CT OVERLOOK DR END
SILVERVIEW CT SILVERGATE RD END
SILVERGATE RD W. HARMONY RD WESTPOINT CT
VIEWPOINT CT OVERLOOK DR END
VISTA DR SILVERGATE RD END
WESTPOINT CT OVERLOOK DR END
AREA SUBTOTAL
AREA SUBTOTAL
STREET FROM TO
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
TOTAL UNITS
AREA SUBTOTAL
AREA SUBTOTAL
403.03 403.04 403.06 403.07 403.10 403.09
HBP
SECTION 03500
PROJECT MAPS
Mulberry/Remington/Eastdale Areas
Parkwood East
Landings & Boardwalk
Fox Meadows
The Overlook at Woodridge
Manhattan Avenue
SMITH ST
WHEDBEE ST
MATHEWS ST
PETERSON ST
STOVER ST
REMINGTON ST
S COLLEGE AVE
E LAUREL ST
LOCUST ST
E MYRTLE ST
E PLUM ST
E ELIZABETH ST
E MULBERRY ST
E OLIVE ST
E OAK ST
RIVERSIDE AVE
EDWARDS ST
E MAGNOLIA ST
GARFIELD ST
COWAN ST
COLORADO ST
ENDICOTT ST
ELLIS ST
LILAC LN
NEWSOM ST
WILLIAMS ST
EASTDALE DR
LOCUST CT
KENROY CT
Emigh Lateral
Cache La Poudre River
Cache La Poudre River
´
City of Fort Collins 2007 Street Maintenance Project
Mulberry/Remington/Eastdale - Rehab
ú
E DRAKE RD
BROOKWOOD DR
KIRKWOOD DR
EASTWOOD DR
ROLLINGWOOD DR
E STUART ST
TEAKWOOD DR
TANGLEWOOD DR
PARKWOOD DR
STONEHENGE DR
BARNWOOD DR
CREEKWOOD DR
SAGEWOOD DR
ROLLINGWOOD LN
TRAILWOOD DR
PARKLAKE DR
ABILENE CT
ADOBE DR
SHADOW CT
SILVER CREEK DR
ROLF CT
LAKESHORE DR
RIVERSIDE AVE
YUCCA CT
DOGWOOD CT
SHADOW MOUNTAIN DR
EASTWOOD CT
BEAR CT
DORADO CT
TEAKWOOD CT
KENWOOD CT
OSPREY CT
CREEKWOOD DR
Sherwood Lateral
´
City of Fort Collins 2007 Street Maintenance Project
Parkwood East - Rehab
ú
ú
ú
ú
S COLLEGE AVE
LANDINGS DR
JOHN F KENNEDY PKWY
BOARDWALK DR
E HORSETOOTH RD
MITCHELL DR
MARINER LN
SKYSAIL LN
BOCKMAN DR
SPINNAKER LN
LEEWARD CT
BOWLINE CT
HIGH POINTE DR
STANFORD RD
CORMORANT CT
STARBOARD CT
Larimer County Canal No. 2
´
City of Fort Collins 2007 Street Maintenance Project
Landings Area - Stabilize & Reconstruct
CARIBOU DR
S TIMBERLINE RD
WAPITI RD
ANTELOPE RD
E HORSETOOTH RD
KODIAK RD
ARCTIC FOX DR
BIGHORN RD
STONEGATE DR
RED MOUNTAIN DR
BISON RD
SUNBURST DR
STONEY CREEK DR
SUNSTONE DR
FIELDSTONE DR
PIKE CIR N
CUCHARAS CT
MULEY ST
CAPSTONE CT
COCHETOPA CT
STONEWAY CT
SILVERTIP PL
KENOSHA CT
SUNRAY CT
BOBCAT PL
WHITETAIL PL
JAGUAR PL
COYOTE PL
DALL PL
RED WOLF PL
SUNSTONE DR
´
City of Fort Collins 2007 Street Maintenance Project
Fox Meadows - Rehab
ú
W HARMONY RD
S TAFT HILL RD
SILVERGATE RD
SENECA ST
BRIXTON RD
OVERLOOK DR
VISTA DR
GREENGATE DR
ROLLING GATE RD
PICADILLY DR
WHIPPENY DR
MESAVIEW LN
FROMME PRAIRIE WAY
LOOKOUT LN
GROSVENOR CT
W COUNTY ROAD 38E
CEDARGATE DR
CENTER GATE CT
TRAIL VIEW LN
APPLEGAT
E CT
PICADILLY CT
UPHAM CT
MESAVIEW CT
SILVERVIEW CT
PEARLGATE CT
CLIFFSIDE CT
WESTPOINT CT
MEADOWVIEW CT
CRESTVIEW CT
PRAIRIE VIEW CT
BRIARGATE CT
ROSEGATE CT
IRONGATE CT
CEDARGATE CT
WILLOWGATE CT
BLUEGATE CT
City of Fort Collins 2007 Street Maintenance Project
The Overlook at Woodridge
·
ú
S MASON ST
MANHATTAN AVE
W TROUTMAN PKWY
W HORSETOOTH RD
ALBION WAY
BENTHAVEN ST
WABASH ST
DENNISON AVE
ROCKAWAY ST
WALDEN WAY
HAVEN DR
WARBLER DR
STARLING ST
TANAGER ST
HAVEN CT
MAPLETON CT
STREAM CT
ELMHURST DR
ASBURY DR
MAYFLOWER CT
GUILLEMONT ST
CREGER DR
COLBOARD DR
WIDGEON ST
GOLDENEYE DR
DENNISON CT
New Mercer Ditch
´
City of Fort Collins 2007 Street Maintenance Project
Manhattan Avenue - Reconstruct
Grading SX
HBP
Grading S,
64-28
Modified
Binder
HBP
Grading SG
General
Patching
Remove &
Replace
Conc.
Patching
Remove &
Replace
Geotextile
Paving Fabric
TON TON TON TON TON SY
0.00 2455.46 0.00 18.01 0.00 0.00
0.00 2455.46 0.00 18.01 0.00 0.00
567.21 0.00 0.00 4.82 1.50 0.00
567.21 0.00 0.00 4.82 1.50 0.00
0.00 848.75 3395.04 15.37 0.00 0.00
0.00 1358.29 2716.56 16.37 51.60 0.00
132.66 0.00 198.99 2.64 0.00 0.00
132.66 2207.04 6310.59 34.38 51.60 0.00
0.00 2668.19 0.00 66.60 14.30 0.00
0.00 2668.19 0.00 66.60 14.30 0.00
0.00 2445.23 0.00 29.18 2.50 0.00
0.00 2445.23 0.00 29.18 2.50 0.00
1317.17 0.00 0.00 103.91 76.50 10653.32
238.11 0.00 0.00 1.08 0.00 0.00
32.67 0.00 0.00 15.43 7.10 2750.00
1105.29 0.00 0.00 103.88 49.60 9303.78
12.94 0.00 0.00 20.03 5.10 639.79
2706.18 0.00 0.00 244.33 138.30 23346.89
999.15 0.00 0.00 13.42 43.00 3015.00
1233.94 0.00 0.00 42.65 33.60 5982.89
138.44 0.00 0.00 10.14 3.20 0.00
167.22 0.00 0.00 1.08 3.20 0.00
94.01 0.00 0.00 1.08 3.20 0.00
0.00 0.00 0.00 60.24 2.60 0.00
77.80 0.00 0.00 1.08 2.80 0.00
92.38 0.00 0.00 1.08 2.60 0.00
597.40 0.00 0.00 5.38 3.60 0.00
95.31 0.00 0.00 13.66 11.90 802.22
87.59 0.00 0.00 1.08 2.80 0.00
94.33 0.00 0.00 1.08 18.00 794.10
161.30 0.00 0.00 18.15 17.70 1357.57
993.22 0.00 0.00 12.32 63.70 3360.88
117.79 0.00 0.00 1.08 4.10 190.00
4949.88 0.00 0.00 183.52 216.00 15502.66
113.03 0.00 0.00 2.88 0.00 966.50
98.04 0.00 0.00 2.50 3.50 825.23
86.22 0.00 0.00 2.71 0.40 725.72
126.80 0.00 0.00 1.60 5.40 1067.34
799.76 0.00 0.00 61.97 7.30 6732.00
114.25 0.00 0.00 8.35 0.40 961.57
180.67 0.00 0.00 6.30 14.70 1520.68
505.80 0.00 0.00 46.95 4.30 4257.56
172.59 0.00 0.00 36.40 4.30 1452.68
63.08 0.00 0.00 40.69 9.00 3819.33
120.24 0.00 0.00 2.39 2.80 1012.29
2380.48 0.00 0.00 212.74 52.10 23340.90
10736.41 9775.92 6310.59 793.58 476.30 62190.45
Page 2 of 2
MULEY ST ANTELOPE RD WAPITI RD 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
PUMA PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
RED WOLF PL END ANTELOPE RD 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
SLIVER TIP PL ANTELOPE RD END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
WAPITI RD ARTIC FOX DR CARIBOU DR 0.00 0.00 0.00 3.00 10.00 0.00 0.00 0.00
WHITETAIL PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 11.00 52.00 0.00 0.00 0.00
THE OVERLOOK AT WOODRIDGE
CLIFFSIDE CT OVERLOOK DR END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00
CRESTVIEW CT OVERLOOK DR END 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00
GLENVIEW CT VISTA DR END 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00
MEADOWVIEW CT VISTA DR END 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00
OVERLOOK DR W. HARMONY RD WESTPOINT CT 0.00 0.00 0.00 12.00 11.00 0.00 0.00 0.00
PRAIRIEVIEW CT OVERLOOK DR END 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00
SILVERVIEW CT SILVERGATE RD END 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00
SILVERGATE RD W. HARMONY RD WESTPOINT CT 0.00 0.00 0.00 6.00 4.00 0.00 0.00 0.00
VIEWPOINT CT OVERLOOK DR END 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00
VISTA DR SILVERGATE RD END 0.00 0.00 0.00 12.00 12.00 0.00 0.00 0.00
WESTPOINT CT OVERLOOK DR END 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 37.00 35.00 0.00 0.00 0.00
1116.67 11433.33 7144.45 149.00 149.00 27.00 1240.75 19694.45
AREA SUBTOTAL
AREA SUBTOTAL
STREET FROM TO
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
TOTAL UNITS
AREA SUBTOTAL
AREA SUBTOTAL
Page 1 of 2
Stabilize
Subgrade
HBP
Grading SX
HBP Grading
S, 64-28
Modified
Binder
HBP Grading
SG
General
Patching
Remove &
Replace
Conc.
Patching
Remove &
Replace
Geotextile
Paving
Fabric
SY TON TON TON TON TON SY
0.00 0.00 2455.46 0.00 18.01 0.00 0.00
0.00 0.00 2455.46 0.00 18.01 0.00 0.00
0.00 567.21 0.00 0.00 4.82 1.50 0.00
0.00 567.21 0.00 0.00 4.82 1.50 0.00
2573.89 0.00 848.75 3395.04 15.37 0.00 0.00
11433.33 0.00 1358.29 2037.42 10.82 3.60 0.00
1116.67 132.66 0.00 198.99 2.64 0.00 0.00
15123.89 132.66 2207.04 5631.45 28.83 3.60 0.00
0.00 0.00 2668.19 0.00 66.60 14.30 0.00
0.00 0.00 2668.19 0.00 66.60 14.30 0.00
0.00 0.00 2445.23 0.00 29.18 2.50 0.00
0.00 0.00 2445.23 0.00 29.18 2.50 0.00
0.00 1317.17 0.00 0.00 103.91 76.50 10653.32
0.00 238.11 0.00 0.00 1.08 0.00 0.00
0.00 32.67 0.00 0.00 15.43 7.10 2750.00
0.00 1105.29 0.00 0.00 103.88 49.60 9303.78
0.00 12.94 0.00 0.00 20.03 5.10 639.79
0.00 2706.18 0.00 0.00 244.33 138.30 23346.89
0.00 999.15 0.00 0.00 13.42 43.00 3015.00
0.00 1233.94 0.00 0.00 42.65 33.60 5982.89
0.00 138.44 0.00 0.00 10.14 3.20 0.00
0.00 167.22 0.00 0.00 1.08 3.20 0.00
0.00 94.01 0.00 0.00 1.08 3.20 0.00
0.00 77.80 0.00 0.00 1.08 2.80 0.00
0.00 92.38 0.00 0.00 1.08 2.60 0.00
0.00 597.40 0.00 0.00 5.38 3.60 0.00
0.00 95.31 0.00 0.00 13.66 11.90 802.22
0.00 87.59 0.00 0.00 1.08 2.80 0.00
0.00 94.33 0.00 0.00 1.08 18.00 794.10
0.00 161.30 0.00 0.00 18.15 17.70 1357.57
0.00 993.22 0.00 0.00 12.32 63.70 3360.88
0.00 117.79 0.00 0.00 1.08 4.10 190.00
0.00 4949.88 0.00 0.00 123.28 213.40 15502.66
0.00 113.03 0.00 0.00 2.88 0.00 966.50
0.00 98.04 0.00 0.00 2.50 3.50 825.23
0.00 86.22 0.00 0.00 2.71 0.40 725.72
0.00 126.80 0.00 0.00 1.60 5.40 1067.34
0.00 799.76 0.00 0.00 61.97 7.30 6732.00
0.00 114.25 0.00 0.00 8.35 0.40 961.57
0.00 180.67 0.00 0.00 6.30 14.70 1520.68
0.00 505.80 0.00 0.00 46.95 4.30 4257.56
0.00 172.59 0.00 0.00 36.40 4.30 1452.68
0.00 63.08 0.00 0.00 40.69 9.00 3819.33
0.00 120.24 0.00 0.00 2.39 2.80 1012.29
0.00 2380.48 0.00 0.00 212.74 52.10 23340.90
15123.89 10736.41 9775.92 5631.45 727.79 425.70 62190.45
Page 2 of 2
COYOTE PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
DALL PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
JAGUAR PL ANTELOPE RD END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
KODIAK RD WAPITI RD CARIBOU DR 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00
MULEY ST ANTELOPE RD WAPITI RD 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
PUMA PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
RED WOLF PL END ANTELOPE RD 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
SLIVER TIP PL ANTELOPE RD END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
WAPITI RD ARTIC FOX DR CARIBOU DR 0.00 0.00 0.00 0.00 0.00 3.00 10.00 0.00 0.00
WHITETAIL PL ARTIC FOX DR END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 11.00 52.00 0.00 0.00
THE OVERLOOK AT WOODRIDGE
CLIFFSIDE CT OVERLOOK DR END 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00
CRESTVIEW CT OVERLOOK DR END 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00
GLENVIEW CT VISTA DR END 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00
MEADOWVIEW CT VISTA DR END 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00
OVERLOOK DR W. HARMONY RD WESTPOINT CT 0.00 0.00 0.00 0.00 0.00 12.00 11.00 0.00 0.00
PRAIRIEVIEW CT OVERLOOK DR END 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00
SILVERVIEW CT SILVERGATE RD END 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00
SILVERGATE RD W. HARMONY RD WESTPOINT CT 0.00 0.00 0.00 0.00 0.00 6.00 4.00 0.00 0.00
VIEWPOINT CT OVERLOOK DR END 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00
VISTA DR SILVERGATE RD END 0.00 0.00 0.00 0.00 0.00 12.00 12.00 0.00 0.00
WESTPOINT CT OVERLOOK DR END 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 37.00 35.00 0.00 0.00
1116.67 11433.33 7144.45 2520.65 4537.17 149.00 149.00 27.00 990.92
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
AREA SUBTOTAL
STREET
Units
FROM TO
TOTAL UNITS
Page 1 of 2