HomeMy WebLinkAboutBID - 7585 POUDRE TRAIL AT MULBERRY & LEMAY (2)Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
POUDRE TRAIL AT MULBERRY & LEMAY
BID NO. 7585
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
JANUARY 6, 2014 – 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
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: December 10, 2013
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 January 6, 2014, for the Poudre
Trail at Mulberry & Lemay; BID NO. 7585. If delivered, they are to be delivered to 215 North
Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O.
Box 580, Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly received will be
publicly opened and read aloud.
The Contract Documents provide for the construction of Bid 7585. The Work includes
construction of pedestrian trail and pedestrian bridge improvements on the Poudre River Trail
near the intersection of Mulberry and Lemay. The project includes construction of concrete
bridge foundations and abutments and setting of a new steel pedestrian bridge structure and a
re-purposed steel pedestrian bridge structure that will be delivered to the site by others. The
project will also consist of standard concrete trail construction, grading and rip-rap placement.
This is a Federally funded project with Davis Bacon Wages. There is no DBE or OJT
requirement.
Contractors must turn in CDOT Bidding forms 606 and 714 with the bid. Bids will not be
accepted if these forms are not included.
All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins,
215 North Mason St., 2nd floor, Fort Collins, Colorado 80524.
The City encourages all disadvantaged business enterprises to submit bid in response to all
invitations and will not be discriminated against on the grounds of race, color, national origin.
A prebid conference and job walk with representatives of prospective Bidders will be
held at 10:00 AM, on December 19, 2013, in the Training Room (Conference Room 2E)
located at 215 N Mason Street, 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://www.fcgov.com/eprocurement
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section 2.3 of General
Conditions. Substantial Completion of the Work is required as specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a Payment Bond
guaranteeing faithful performance and the payment of all bills and obligations arising from the
performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening
Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any informalities and
irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the
form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision-
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
gratuity favor, entertainment, kickback or any items of monetary value from any person who has
or is seeking to do business with the City of Fort Collins is prohibited
City of Fort Collins
Gerry S. Paul
Purchasing & Risk Management Director
SECTION 00100
INSTRUCTIONS TO BIDDERS
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the Standard General
Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings
assigned to them in the General Conditions. The term "Bidder" means one who submits
a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms
"Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to
whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid,
Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including
all Addenda issued prior to receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation
to Bid. No partial sets will be issued. The Bidding Documents may be examined
at the locations identified in the Invitation to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither
OWNER nor Engineer assumes any responsibility for errors or misinterpretations
resulting from the use of incomplete sets of Bidding Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and
00430 fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available on the
above terms, do so only for the purpose of obtaining Bids on the Work and do not
confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at
the time of the Bid opening, a written statement of qualifications including
financial data, a summary of previous experience, previous commitments and
evidence of authority to conduct business in the jurisdiction where the Project is
located. Each Bid must contain evidence of Bidder's qualification to do business
in the state where the Project is located or covenant to obtain such qualification
prior to award of the contract. The Statement of Qualifications shall be prepared
on the form provided in Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in
determining whether a bidder is responsible, the following 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.
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.
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. If a specific product type or brand of material or
equipment is indicated on the drawings or specified in the specifications, three types of
such product will be listed and the bidder may use anyone of the three or an approved
equal, if the equal is acceptable to the engineer. 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.
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.
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 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.
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 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.
23.0 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
SECTION 00300
BID FORM
PROJECT: 7585 Poudre Trail at Mulberry & Lemay
Place
Date
1. In compliance with your Invitation to Bid dated __, 20__ and subject to all
conditions thereof, the undersigned a (Corporation,
Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to
do business in the State of Colorado hereby proposes to furnish and do everything
required by the Contract Documents to which this refers for the construction of all items
listed on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in
good faith, without collusion or connection with any other person or persons Bidding for
the same Work, and that it is made in pursuance of and subject to all the terms and
conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be done, all of which
have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum
of _____________________________________________________
($ ___) in accordance with the Invitation to Bid and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and
a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days
from the date when the written notice of the award of the contract is delivered to him at
the address given on this Bid. The name and address of the corporate surety with which
the Bidder proposes to furnish the specified performance and payment bonds are 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)
BID
NO.
CONTRACT
ITEM NO.
CONTRACT DESCRIPTION UNIT
TRAIL
PLAN
STRUCTURAL
PLAN
TOTAL
UNITS
UNIT PRICE TOTAL
1201 Clearing and Grubbing LS 1 0 1 $ ‐
2202 Removal of Tree EA 9 0 9 $ ‐
3202 Removal of Manhole EA 1 0 1 $ ‐
4202 Removal of Pipe LF37037 $ ‐
5202 Removal of End Section EA 1 0 1 $ ‐
6202 Removal of Concrete SY 311 0 311 $ ‐
7202 Removal of Asphalt Mat SY 510 0 510 $ ‐
8202 Removal of Riprap CY67067 $ ‐
9203 Unclassified Excavation CY 263 0 263 $ ‐
10 203 Borrow (Complete in Place) CY68068 $ ‐
11 206 Structure Excavation CY 0 449 449 $ ‐
12 206 Structure Backfill (Class I) CY 0 280 280 $ ‐
13 207 Topsoil (Remove, Stockpile, Redistribute) CY 401 0 401 $ ‐
14 208 Erosion Log (12 Inch) LF 112101121 $ ‐
15 208 Concrete Washout Structure EA 1 0 1 $ ‐
16 208 Vehicle Tracking Pad EA 2 0 2 $ ‐
17 208 Erosion Control Supervisor HR 40 0 40 $ ‐
18 210 Reset Structure (Existing 165' Bridge ‐ at Lemay) EA 0 1 1 $ ‐
19 210 Unload Structure (Existing 165' Bridge ‐ at alt. site) EA 0 1 1 $ ‐
20 210 Unload Structure (Existing Steel Railing ‐ at alt. site) EA 0 1 1 $ ‐
21 211 Dewatering LS 1 0 1 $ ‐
22 212 Seeding (Native) AC 0.6 0 0.6 $ ‐
23 213 Mulching (Weed Free Hay) AC 0.6 0 0.6 $ ‐
24 304 Aggregate Base Course (Class 5) CY 58 0 58 $ ‐
25 503 Drilled Caisson (24 inch) LF 0 250 250 $ ‐
26 503 Drilled Caisson (54 inch) LF 0 25 25 $ ‐
27 506 Repurposed Riprap (Pipe Outfall) CY 5 0 5 $ ‐
28 506 Repurposed Riprap (Native Streambed Riprap) LS 0 1 1 $ ‐
29 514 Pedestrian Railing (Steel) LF 0 200 200 $ ‐
30 601 Concrete Class D CY 0 198 198 $ ‐
31 602 Reinforcing Steel LB 0 11562 11562 $ ‐
32 602 Reinforcing Steel (Epoxy Coated) LB 0 9853 9853 $ ‐
33 603 24 Inch Reinforce Concrete Pipe LF 55 0 55 $ ‐
34 603 24 Inch Reinforce Concrete End Section EA 1 0 1 $ ‐
35 603 12 Inch Plastic Pipe LF 26 0 26 $ ‐
36 604 Manhole Slab Base (5 Foot) EA 1 0 1 $ ‐
37 608 Concrete Sidewalk (6 Inch) SY 96 0 96 $ ‐
38 608 Concrete Bikeway (5 Inch) SY 1586 0 1586 $ ‐
39 608 Concrete Bikeway (Special) SY 167 0 167 $ ‐
40 625 Construction Surveying LS 1 0 1 $ ‐
41 621 Structure Temporary Access Road LS 1 0 1 $ ‐
42 626 Mobilization LS 1 0 1 $ ‐
43 628 Bridge Girder and Deck Unit ‐ 100' EA 0 1 1 $ ‐
44 630 Traffic Control LS 1 0 1 $ ‐
45 630 Flagging HR 80 0 80 $ ‐
46 630 Traffic Control Inspections DAY 30 0 30 $ ‐
47 630 Traffic Control Management ‐ Working Days DAY 90 0 90 $ ‐
48 700 F/A Minor Contract Revisions FA 1 0 1 $ ‐
49 700 F/A Erosion Control FA 1 0 1 $ ‐
50 700 F/A OJT FA 1 0 1 $ ‐
TOTAL BASE BID
IN WORDS
9. PRICES
The foregoing prices shall include all labor, materials, transportation, shoring, removal,
dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the
several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the Bid or change
quantities at his sole discretion without affecting the Agreement or prices of any item so
long as the deletion or change does not exceed twenty-five percent (25%) of the total
Agreement Price.
RESPECTFULLY SUBMITTED:
_______________________________________
CONTRACTOR
BY:___________________________________
________________________________ __________________
Signature Date
________________________________
Title
________________________________
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:___________________________
Address _____________________________________
_____________________________________
Telephone _____________________________________
Email _____________________________________
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
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, 7585 Poudre Trail at
Mulberry & Lemay.
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.
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)
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._________________________________________
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
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 _______________.
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
SECTION 00510
NOTICE OF AWARD
DATE: [CONTRACT DATE]
TO: [CONTRACTOR]
PROJECT: 7585 POUDRE TRAIL AT MULBERRY & LEMAY
OWNER: CITY OF FORT COLLINS
(hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated [Bid Date] for the above project has been
considered. You are the apparent successful Bidder and have been awarded an Agreement for
7585 Poudre Trail at Mulberry & Lemay.
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 [Date].
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:_______________________________________
Gerry S. Paul
Director of Purchasing & Risk Management
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be
effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
[Contractor] (hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may be the
whole or only a part is defined as the construction of the 7585 Poudre Trail at Mulberry &
Lemay.
ARTICLE 2. ENGINEER
The Project has been designed by Interwest Consulting Group, 1218 Ash Street, Windsor,
CO 80550, who is hereinafter called ENGINEER and who will assume all duties and
responsibilities and will have the rights and authority assigned to ENGINEER in the Contract
Documents in connection with completion of the Work in accordance with the Contract
Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work is divided into two (2) phases described as follows:
Phase 1 Work, specifically abutments #1 and #3 and Pier #2 must be
completed and accepted by the ENGINEER by April 30, 2014. This includes
any and all work necessary for complete acceptance of these items as defined
in the contract documents. This work includes but may not be limited to:
structure excavation, caissons, concrete and reinforcing, rip-rap, back-fill, final
grading, survey verification of critical grades, etc. Liquidated Damages of
$1,400 per calendar day will be assessed beyond the April 30, 2014 date.
ONLY Phase 1 work will commence during the Winter/Spring seasons of 2014
unless approved otherwise in writing by the ENGINEER.
Phase 2 and all remaining work will ONLY commence upon delivery of the
existing 165’ bridge to the project site, unless approved otherwise in writing by
the ENGINEER.
The Phase 2 Work shall be Substantially Complete within Two Hundred
Seventy (270) calendar days after issuance of the Notice to Proceed – Phase 2
as provided in the General Conditions and completed and ready for Final
Payment and Acceptance in accordance with the General Conditions within
thirty (30) calendar days after the date when the Contract Times commence to
run
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the
essence of this Agreement and that OWNER will suffer financial loss if the Work is
not completed within the times specified in paragraph 3.1. above, plus any
extensions thereof allowed in accordance with Article 12 of the General Conditions.
They also recognize the delays, expenses and difficulties involved in proving in a
legal proceeding the actual loss suffered by OWNER if the Work is not completed on
time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR
agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall
pay OWNER the amounts set forth hereafter.
1) Substantial Completion Phase 1
One Thousand Four Hundred Dollars ($1,400) for each calendar day or fraction
thereof that expires after April 30, 2014 for Phase 1 Substantial Completion of
the Work until the Work is Substantially Complete.
2) Substantial Completion: Phase 2
One Thousand Four Hundred Dollars ($1,400) for each calendar day or fraction
thereof that expires after the Two Hundred Seventy (270) calendar day period for
Phase 2 Substantial Completion of the Work until the Work is Substantially
Complete.
3) Final Acceptance:
After Substantial Completion, Five Hundred Dollars ($500) for each calendar day
or fraction thereof that expires after the Thirty (30) calendar day period for Final
Payment and Acceptance until the Phase 2 Work is ready for Final Payment and
Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with
the Contract Documents in current funds as follows: Dollars ($ ), 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, Owner will be entitled to withhold as contract
retainage five percent (5%) of each progress payment, but, in each case, less
the aggregate of payments previously made and less such amounts as
ENGINEER shall determine, or OWNER may withhold, in accordance with
paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner,
on recommendation of Engineer, Owner determines that the character and
progress of the Work have been satisfactory to OWNER and ENGINEER,
OWNER 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. 95% of materials and equipment not incorporated in the
Work (but delivered, suitably stored and accompanied by documentation
satisfactory to OWNER as provided in paragraph 14.2 of the General
Conditions) may be included in the application Section 00520 Page 3 for
payment.
5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if
necessary, to increase total payments to CONTRACTOR to 95% of the
Contract Price, less such amounts as ENGINEER shall determine or OWNER
may withhold in accordance with paragraph 14.7 of the General Conditions or
as provided by law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the
following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract
Documents, Work, site, locality, and with all local conditions and Laws and
Regulations that in any manner may affect cost, progress, performance or furnishing
of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and tests of
subsurface conditions and drawings of physical conditions which are identified in the
Supplementary Conditions as provided in paragraph 4.2 of the General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for
obtaining and carefully studying) all such examinations, investigations, explorations,
tests, reports, and studies (in addition to or to supplement those referred to in
paragraph 6.2 above) which pertain to the subsurface or physical condition at or
contiguous to the site or otherwise may affect the cost, progress, performance or
furnishing of the Work as CONTRACTOR considers necessary for the performance
or furnishing of the Work at the Contract Price, within the Contract Times and in
accordance with the other terms and conditions of the Contract Documents, including
specifically the provisions of paragraph 4.2 of the General Conditions; and no
additional examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown or
indicated on the Contract Documents with respect to existing Underground Facilities
at or contiguous to the site and assumes responsibility for the accurate location of
said Underground Facilities. No additional examinations, investigations,
explorations, tests, reports, studies or similar information or data in respect of said
Underground Facilities are or will be required by CONTRACTOR in order to perform
and furnish the Work at the Contract Price, within the Contract Times and in
accordance with the other terms and conditions of the Contract Documents, including
specifically the provision of paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations, examinations,
investigations, tests, reports and data with the terms and conditions of the Contract
Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or
discrepancies that he has discovered in the Contract Documents and the written
resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between OWNER
and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of “Contract
Documents” in Article 1.10 of the General Conditions, and such other items as are
referenced in this Article 7, all of which are incorporated herein by this reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related actions in
carrying out the terms of this Agreement are deemed Contract Documents and
incorporated herein by this reference, and include, but are not limited to, the
following:
7.2.1 Certificate of Substantial Completion
7.2.2 Certificate of Final Acceptance
7.2.3 Lien Waiver Releases
7.2.4 Consent of Surety
7.2.5 Application for Exemption Certificate
7.2.6 Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as follows:
The Contract Drawings shall be stamped "Final for Construction" and dated. Any
revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and other documents
amending, modifying, or supplementing the Contract Documents pursuant to
paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or incorporated by
reference in this Article 7. The Contract Documents may only be amended, modified
or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions.
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.
OWNER: CITY OF FORT COLLINS CONTRACTOR:
By: ____________________________ By:_______________________________
GERRY S. PAUL
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
SECTION 00530
NOTICE TO PROCEED – PHASE 1
Description of Work: 7585 Poudre Trail at Mulberry & Lemay – Phase 1
To: [Contractor]
This notice is to advise you:
That the contract covering the above described Work has been fully executed by the
CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been received
by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and
directed to proceed within ( ) calendar days from receipt of this notice as required by the
Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be _____ _____, 20_ and
, 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this day of ,
20__.
CONTRACTOR:
By:
Title:
SECTION 00530
NOTICE TO PROCEED – PHASE 2
Description of Work: 7585 Poudre Trail at Mulberry & Lemay – Phase 2
To: [Contractor]
This notice is to advise you:
That the contract covering the above described Work has been fully executed by the
CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been received
by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and
directed to proceed within ( ) calendar days from receipt of this notice as required by the
Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be _____ _____, 20_ and
, 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this day of ,
20__.
CONTRACTOR:
By:
Title:
SECTION 00600
BONDS AND CERTIFICATES
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (CONTRACTOR)
00660 Consent of Surety
00670 Application for Exemption Certificate
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 [Date] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
project, 7585 Poudre Trail at Mulberry & Lemay.
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.
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.
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 [Date] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
project, 7585 Poudre Trail at Mulberry & Lemay.
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.
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.
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS (OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7585 Poudre Trail at
Mulberry & Lemay
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.
ENGINEER 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:
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO: [Contractor]
Gentlemen:
You are hereby notified that on the day of , 20__, the City of Fort Collins,
Colorado, has accepted the Work completed by [Contractor] for the City of Fort Collins project,
7585 Poudre Trail at Mulberry & Lemay.
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
[Contract Date].
In conformance with the Contract Documents for this project, your obligations and guarantees
will continue for the specified time from the following date:____________ __, 20__.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: CITY OF FORT COLLINS, COLORADO (OWNER)
FROM: [CONTRACTOR] (CONTRACTOR)
PROJECT: 7585 POUDRE TRAIL AT MULBERRY & LEMAY
1. The CONTRACTOR acknowledges having received payment, except retainage from the
OWNER for all work, labor, skill and material furnished, delivered and performed by the
CONTRACTOR for the OWNER or for anyone in the construction, design, improvement,
alteration, addition or repair of the above described project.
2. In consideration of such payment and other good and valuable consideration, the receipt
and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily
waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller
Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and
material bond rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished, delivered or performed for
the construction, design, improvement, alteration, addition or repair of the above
described project, against the OWNER or its officers, agents, employees or assigns,
against any fund of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land improved by the
project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or
performed to or for the construction, design, improvement, alteration, addition or repair
of the project were furnished, delivered or performed by the CONTRACTOR or its
agents, employees, and servants, or by and through the CONTRACTOR by various
Subcontractors or materialmen or their agents, employees and servants and further
affirms the same have been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project or any funds in the
OWNER'S possession or control concerning the project or against the OWNER or its
officers, agents, employees or assigns arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if
any, and the Surety on the project against and from any claim hereinafter made by the
CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns
against the project or against the OWNER or its officers, employees, agents or assigns
arising out of the project for all loss, damage and costs, including reasonable attorneys
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: [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.
Notary Public
My Commission Expires: .
SECTION 00660
CONSENT OF SURETY
TO: CITY OF FORT COLLINS, COLORADO (hereinafter referred to as the "OWNER")
CONTRACTOR: [CONTRACTOR]
PROJECT: 7585 POUDRE TRAIL AT MULBERRY & LEMAY
CONTRACT DATE: [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
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
Special Notice
Contractors who have completed this application in the past, please note the following changes
in procedure:
The Department will no longer issue individual Certificates of exemption to subcontractors. Only
prime contractors will receive a Contractor’s Exemption Certificate on exempt projects.
Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor
involved in the project and complete it by filling in the subcontractor’s name and address and
signing it.
The original Certificate should always be retained by the prime contractor. Copies of all
Certificates that the prime contractor issued to subcontractors should be kept at the prime
contractor’s place of business for a minimum of three years and be available for inspection in
the event of an audit.
Once an 89# has been assigned to you, please use the next five numbers following it for any
applications submitted for future projects. This should be your permanent number. For
instance, if you were assigned 89-12345-0001, every application submitted thereafter should
contain 89-12345 on the application. The succeeding numbers will be issued by the
Department of Revenue. DO NOT enter what you believe to be the next in sequence as this
may delay processing of your application.
SECTION 00700
GENERAL CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
SECTION 00800
CDOT SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the corresponding paragraphs as
indicated of the General Conditions of the Construction Contract (EJCDC General Conditions
1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below.
SC-4.2 Subsurface and Physical Conditions:
A. Add the following language to paragraph 4.2.1 of the General Conditions.
4.2.1.1.1 The following report(s) of exploration and tests of subsurface
conditions at the site of the Work:
None
Contractor may rely upon the accuracy of the technical data contained in the
geotechnical documents, but not upon nontechnical data, interpretations or
opinions contained therein or upon the completeness of any information in the
report.
SC-5.3.2 Add the following:
The State of Colorado shall be added as an additional insured.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The State of Colorado shall be added as an additional insured.
The limits of liability for the insurance required by the paragraph numbers of the
General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000
combined single limits (CSL). This policy will include coverage for Explosion,
Collapse, and Underground coverage unless waived by the Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits
of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product liability
coverage with limits of $1,000,000 combined single limits (CSL).
SC-6.4.1 Purchasing Restrictions
Delete the complete paragraph
SC-6.4.2 Cement Restrictions
Delete the complete paragraph
SC-6.5 Contractor Responsibilities—Amended in its entirety to read:
All materials and equipment shall be of good quality and new, except as otherwise
provided in the Contract Documents. All warranties, if any, provided in the
Specifications shall run specifically to the benefit of Owner. If required by Engineer
prior to final payment as provided for herein, Contractor shall furnish satisfactory
evidence (including reports of required tests) as to the kind and quality of the
materials and equipment. All materials and equipment shall be applied, installed,
connected, erected, used, cleaned and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise provided in the Contract Documents.
SC- 6.30.1. - Contractor General Warranty and Guarantee-
Delete the complete paragraph
6.30.1.1 Specific Warranties. Contractor further warrants and guarantees that any Work
covered by a specific warranty provision contained in the Specifications shall be
performed in accordance with the applicable warranty and any such Work shall
conform to the warranty requirements during the warranty period stated in the
specific warranty.
SC-13.12 Correction Period
Delete the complete paragraph
SC-14.15.1- Waiver of Claims- Amended in its entirety to read:
14.15.1 a waiver of all claims by Owner against Contractor, except claims arising
from unsettled Liens, from defective Work identified and reported to Contractor
during final inspection pursuant to 14.11, from failure to comply with the Contract
Documents, or the terms of any specific guarantees or warranties specified therein,
or from Contractors’ continuing obligations under the Contract Documents;
SC-17.6.1 Delete the complete paragraph
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: POUDRE TRAIL AT MULBERRY & LEMAY
CONTRACTOR: [CONTRACTOR]
PROJECT NUMBER: 7585
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 .00
TOTAL PENDING CHANGE ORDER .00
TOTAL THIS CHANGE ORDER .00
TOTAL % OF THIS CHANGE ORDER %
TOTAL C.O.% OF ORIGNINAL CONTRACT %
ADJUSTED CONTRACT COST $ .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:
cc: City Clerk Contractor
Project File Architect
Engineer Purchasing
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:
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
TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
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
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
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
TOTALS $0.00 $0.00 $0.00 $0.00
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
PROJECT AND
STANDARD SPECIAL
PROVISIONS
POUDRE TRAIL AT MULBERRY & LEMAY
Construction Project Code No: 18399
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
ii
PROJECT SPECIAL PROVISIONS
POUDRE TRAIL AT MULBERRY & LEMAY
The Colorado Division of Transportation’s 2011 Standard Specifications for Road and Bridge
Construction controls construction of this project. The following special provisions supplement or
modify the Standard Specifications and take precedence over the Standard Specifications and plans.
When specifications of special provisions contain both English units and SI units, the English units
apply and are the specification requirement.
Other Technical Standards and Specifications that support this work are as follows in the order of
importance: Larimer County Urban Area Street Standards (LCUASS); Fort Collins Stormwater
Standards, and the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and
Highways" (MUTCD). These documents are not included in the contract documents, but may be
obtained at the appropriate City or District Departments. It shall be the Contractors responsibility to
purchase and familiarize themselves with all the standard specifications.
PROJECT SPECIAL PROVISIONS
Item Date Page
Index Pages (May 3, 2013) I-ii
Notice to Bidders (May 3, 2013) SP-1
Commencement & Completion of Work (May 3, 2013) SP-2
Contract Goal (Combined) (May 3, 2013) SP-3
On the Job Training Contract Goal (May 3, 2013) SP-4
Revision of Section 101 - Definition of Terms (May 3, 2013) SP-5
Revision of Section 102 – Bidding Requirements & Conditions (May 3, 2013) SP-7
Revision of Section 105 - Control of Work (May 3, 2013) SP-10
Revision of Section 107 – Performance of Safety Critical Work (May 3, 2013) SP-11
Revision of Section 107 – Insurance (May 3, 2013) SP-13
Revision of Section 108 – Prosecution and Progress (May 3, 2013) SP-14
Revision of Section 201 – Clearing and Grubbing (May 3, 2013) SP-18
Revision of Section 202 - Removal of Tree (May 3, 2013) SP-19
Revision of Section 202 – Removal of Pipe (May 3, 2013) SP-20
Revision of Section 202 – Removal of Asphalt Mat (May 3, 2013) SP-21
Revision of Section 202 – Removal of Riprap (October 1, 2013) SP-22
Revision of Section 206 – Structure Backfill Material (October 1, 2013) SP-23
Revision of Section 207 – Topsoil (May 3, 2013) SP-24
Revision of Section 208 – Erosion Control (May 3, 2013) SP-25
Revision of Section 209 – Water and Dust Palliatives (May 3, 2013) SP-26
Revision of Section 210 – Reset Structures (October 1, 2013) SP-27
Revision of Section 211 – Dewatering and Diversion (May 3, 2013) SP-29
Revision of Section 308 – Subgrade Stabilization (Special) (October 28, 2013) SP-30
Revision of Section 506 – Riprap (May 3, 2013) SP-31
Revision of Section 608 – Sidewalks and Bikeways (May 3, 2013) SP-32
Revision of Section 621 – Structure Temporary Access Road (October 28, 2013) SP-33
Revision of Section 625 – Construction Surveying (December 4, 2013) SP-34
Revision of Section 628 – Bridge Girder and Deck Unit (May 3, 2013) SP-36
Revision of Section 630 – Traffic Control (May 3, 2013) SP-40
Utilities (May 3, 2013) SP-41
Force Account Items (May 3, 2013) SP-42
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
iii
STANDARD SPECIAL PROVISIONS
Item Date No. of Pages
Revision of Section 103 – Escrow of Proposal Documentation (May 5, 2011) 2
Revision of Section 105 – Disputes and Claims for Contract (January 31, 2013) 31
Adjustments
Revision of Section 105 – Violation of Working Time Limitation (February 3, 2011) 1
Revision of Section 106 – Certificates of Compliance and Certified (February 3, 2011) 1
Test Reports
Revision of Section 107 – Project Payrolls (May 2, 2013) 1
Revision of Section 107 – Responsibility for Damage Claims, (February 3, 2011) 1
Insurance Types, and Coverage Limits
Revision of Section 107 – Transfer of Stormwater Permit (April 26, 2012) 1
to the Contractor
Revision of Section 108 – Critical Path Method (August 19, 2011) 1
Revision of Section 108 – Liquidated Damages (May 2, 2013) 1
Revision of Section 108 – Subletting of Contract (January 31, 2013) 1
Revision of Section 109 – Compensation for Compensable Delays (May 5, 2011) 1
Revision of Section 109 – Fuel Cost Adjustment (February 3, 2011) 2
Revision of Section 109 – Measurement of Quantities (February 3, 2011) 1
Revision of Section 109 – Measurement of Water (January 6, 2012) 1
Revision of Section 109 – Prompt Payment (January 31, 2013) 1
Revision of Section 203, 206, 304, 613 – Compaction (July 19, 2012) 2
Revision of Section 206 – Structure Backfill (Flow-Fill) (April 26, 2012) 2
Revision of Section 208 – Erosion Log (January 31, 2013) 1
Revision of Section 212 – Seed (April 26, 2012) 1
Revision of Section 213 – Mulching (January 31, 2013) 4
Revision of Section 250 – Environmental, Health and Safety (July 19, 2012) 1
Management
Revision of Section 412 – Portland Cement Concrete Pavement (February 3, 2011) 1
Finishing
Revision of Section 212, 601, 711 – Liquid Membrane-Forming (May 5, 2011) 1
Compounds for Curing Concrete
Revision of Section 601 – Concrete Batching (February 3, 2011) 1
Revision of Section 601 – Concrete Finishing (February 3, 2011) 1
Revision of Section 601 – Concrete Form and Falsework Removal (July 28, 2011) 2
Revision of Section 601 – Concrete Slump Acceptance (July 29, 2011) 1
Revision of Section 601 – Depositing Concrete Under Water (May 2, 2013) 1
Revision of Section 601 – Fiber Reinforced Concrete (May 2, 2013) 1
Revision of Section 603, 624, 705 – Drainage Pipe (April 26, 2012) 2
Revision of Section 703 – Concrete Aggregate (July 28, 2011) 1
Revision of Section 712 – Water for Mixing or Curing Concrete (February 3, 2011) 1
Affirmative Action Requirements – Equal Employment Opportunity (February 3, 2011) 10
Disadvantaged Business Enterprise – Definitions and Requirements (February 3, 2011) 14
Minimum Wages Colorado, U.S. Department of Labor General (January 4, 2013) 56
Decision Numbers CO130016 thru CO130024, Highway Construction
Statewide On the Job Training (July 29, 2011) 3
Partnering Program (February 3, 2011) 1
Required Contract Provisions – Federal-Aid Construction Contracts (July 19, 2012) 14
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
iv
PROJECT SPECIAL PROVISIONS
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-1
NOTICE TO BIDDERS
The proposal guaranty shall be certified check, cashier’s check or bid bond in the amount of 5 percent of the
Contractor’s total bid.
Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site
and plan details with an authorized City of Fort Collins representative. Prospective bidders shall contact the
following authorized City representatives at least 12 hours in advance of the time they wish to go over the project:
PROJECT MANAGER Jason Stutzman
City of Fort Collins Park Planning
215 N Mason St.
Fort Collins, CO 80524
Office Phone: (970) 221-6366
Cell Phone: (970) 222-1708
Email: jstutzman@fcgov.com
PROJECT ENGINEER Randy Maizland
Cell Phone: (970) 218-5658
The above referenced individuals are the only representatives of the City of Fort Collins with authority to provide
any information, clarification, or interpretation regarding the plans, specifications, and any other contract
documents or requirements.
Questions received from bidders along with City responses will be posted as an addendum online at the City of
Fort Collins Buy Speed Webpage, www.fcgov.com/eprocurement as they become available.
All questions shall be directed to the City contacts listed above no later than 7:00 A.M. one week prior to the bid
opening.
Questions and answers shall be used for reference only and shall not be considered part of the Contract.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-2
COMMENCEMENT AND COMPLETION OF WORK
The Contractor shall commence work under the Contract on by the City in the “Notice to Proceed”. The
Contractor shall complete all work in accordance with the Contract.
Section 108 of the Standard Specifications is hereby revised for this project as follows:
Subsection 108.03 shall include the following:
The Contractor's progress schedule may be a Bar Chart Schedule.
Salient features to be shown on the Contractor's Progress Schedule are:
Winter 2014(Phase 1)
(1) Mobilization
(2) Erosion Control
(3) Structure Excavation and Backfill
(4) Caissons
(5) Bridge Abutments
(6) Cleanup
2014 (Phase 2)
(1) Mobilization
(2) Erosion Control
(3) Clearing and Grubbing
(4) Removals
(5) Topsoil Stripping and Stockpiling
(6) Truck Ramp and Crane Pad
(7) Grading to Subgrade Elevations
(8) Storm sewer System
(9) Concrete Trail
(10) Sidewalk
(11) Set Bridges
(12) Cleanup and punch list
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-3
CONTRACT GOAL (COMBINED)
The Department has determined that Underutilized Disadvantaged Business Enterprises (UDBEs) will participate
by contracting for a part of the work of this Contract. The contract goal for participation in this Contract by
certified DBEs who have been determined to be underutilized has been established as follows:
UDBE* 0.0%
The percentage will be calculated from proposals received for this project according to the following formula:
**Dollar amount of work to be contracted to underutilized DBEs (UDBEs)
Percentage = 100 X ———————————————————————————————
Total dollar amount of the original Contract
* All DBEs will be considered to be UDBEs.
** Based on DBE contract unit prices rather than prime contract unit prices.
NOTE: Specific Good Faith Efforts required to meet the Contract Goal specified above are defined in the
Standard Special Provisions. In addition, the Transportation Commission has determined an overall 12.69 percent
annual goal for the participation of all DBEs.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-4
ON THE JOB TRAINING CONTRACT GOAL
The Department has determined that On the Job Training shall be provided to trainees with the goal of developing
full journey workers in the types of trade or classification involved. The contract goal for On the Job Trainees
working in an approved training plan in this Contract has been established as follows:
Minimum number of total On the Job Training required = 0 hours
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-5
REVISION OF SECTION 101
DEFINITIONS OF TERMS
Section 101 of the Standard Specifications is hereby revised for this project as follows:
Subsection 101.01, Abbreviations, line 25 is deleted and replaced with the following:
CDOT Colorado Department of Transportation or The City of Fort Collins, as applicable.
Subsection 101.10, CDOT Resident Engineer, is deleted and replaced with the following:
101.10 CDOT Resident Engineer. The City of Fort Collins acting either directly or through an authorized
representative, who is responsible for the project’s engineering and administrative supervision.
In subsection 101.17, Contract, delete the first paragraph and replace with the following:
101.17 Contract. The written agreement between the City of Fort Collins and the Contractor setting forth the
obligations of the parties for the performance of work and the basis of payment.
Subsection 101.23, Contractor, is deleted and replaced with the following:
101.23 Contractor. The individual, firm, or corporation contracting with the City of Fort Collins for
performance of prescribed work.
Subsection 101.25, County, is deleted and replaced with the following:
101.25 County. The City of Fort Collins acting through its authorized representative. The City of Fort Collins
and City will be interchangeable in this Contract.
Subsection 101.28, Department, is deleted and replaced with the following:
101.28 Department. The City of Fort Collins.
Subsection 101.29, Engineer, is deleted and replaced with the following:
101.29 Engineer. The City of Fort Collins acting directly or through an authorized representative, who is
responsible for engineering and administrative supervision of the project. The terms Engineer, Project Engineer,
and Project Manager will be interchangeable in this contract.
Subsection 101.36, Holidays, is deleted and replaced with the following:
101.36 Holidays. Holidays recognized by the City of Fort Collins are:
New Year’s Day
Dr. Martin Luther King, Jr.’s Birthday (observed)
President’s Day
Memorial Day
Independence Day
Labor Day
Veteran’s Day
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-6
REVISION OF SECTION 101
DEFINITIONS OF TERMS
Thanksgiving Day
Day after Thanksgiving
Christmas Day
When New Year’s Day, Independence Day, or Christmas Day fall on a Sunday, the following Monday shall be
considered a holiday. When one of these days falls on a Saturday, the preceding Friday shall be considered a
holiday.
Subsection 101.39, Laboratory, is deleted and replaced with the following:
101.39 Laboratory. The testing laboratory designated by the City of Fort Collins or any other testing laboratory
that may be designated by the Engineer.
In subsection 101.48, Preconstruction Conference, delete CDOT and replace with City of Fort Collins.
Subsection 101.51, Project Engineer, is deleted and replaced with the following:
101.51 Project Engineer. The Engineer’s duly authorized representative who may be a City employee or an
employee of a consulting engineer (consultant) under contract to the City of Fort Collins as defined below:
(a) The City of Fort Collins Project Engineer. The City of Fort Collins’s duly authorized representative who
is in direct charge of the work and is responsible for the administration and satisfactory completion of the
project under contract.
(b) Consultant Project Engineer. The consultant’s employee under the responsible charge of the consultant’s
Professional Engineer who is in direct charge of the work and is responsible for the administration and
satisfactory completion of the project. The Consultant Project Engineer’s duties are delegated by the
Project Engineer in accordance with the scope of work in the consultant’s contract with the City. The
Consultant Project Engineer is not authorized to sign or approve Contract Modification Orders.
Subsection 101.58, Region Transportation Director, is deleted.
In subsection 101.76, State, State shall mean The City of Fort Collins, Larimer County, Colorado where
applicable.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-7
REVISION OF SECTION 102
BIDDING REQUIREMENTS AND CONDITIONS
Section 102 of the Standard Specifications is revised as follows:
Subsection 102.04, Interpretation of Plans and Specifications, is deleted and replaced with the following:
102.04 Interpretation of Plans and Specifications
Any change to proposal forms, plans, or specifications prior to the opening of proposals will be issued by the City
of Fort Collins by mail or email to all holders of proposal forms. Certain individuals are named in the project
specifications who have the authority to provide information, clarification or interpretation to bidders prior to
opening of proposals. Information obtained from persons other than those named individuals is invalid and shall
not be used for bidding purposes.
In Subsection 102.05, Examination of Plans, Specifications, Special Provisions, and Site of Work, the following is
included after the final (fifth) paragraph:
The project Construction Documents and supporting information will be available for review until the date set for
opening of bids at the following locations:
1. Online at the City of Fort Collins Buy speed Webpage, www.fcgov.com/eprocurement
2. City of Fort Collins Purchasing Department, 215 N Mason Street, 2nd Floor, Fort Collins, Colorado 80524
Subsections 102.06, Preparation of Proposal, and 102.07, Irregular Proposals, are deleted and replaced with the
following:
102.06 Preparation of Proposal
The bidder shall submit the proposal (bid) upon the forms furnished by the City of Fort Collins. The bidder shall
submit completed CDOT Forms 606 and 714 with their bid or the bid will be rejected. The bidder shall specify a
unit price for each pay item for which a quantity is given and shall also show the mathematical products of the
respective unit prices and the estimated quantities in the column provided for that purpose, together with the total
amount of the bid obtained by adding such mathematical products. All the entries shall be in ink or typewritten.
When the bid contains an alternative pay item, which has been approved by the City of Fort Collins, the choice of
that item by the bidder shall be indicated in accordance with the specifications for that particular item. No further
choices will be permitted.
The Contractor's bid must be signed in ink by an individual with legal authority to bind the Contractor. Such an
individual includes the owner of a sole proprietorship, one of more partner members of a partnership, one or more
authorized members or officers of each firm representing a joint venture, the president or vice-president of a
corporation, or an authorized agent of the Contractor. Anyone signing as agent for a Contractor must file with the
City of Fort Collins written evidence of such authority.
(a) Proposal Guaranty. A proposal will not be read and will be rejected unless accompanied by a guaranty of the
character and in an amount not less than the amount indicated in the "INSTRUCTIONS TO BIDDERS"
statement, found in the Special Provisions portion of the bidding documents. If the proposal Guaranty is a bid
bond, the bid bond will be in the format presented in the proposal. No other wording will be accepted.
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CONSTRUCTION PROJECT CODE NO. 18399
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REVISION OF SECTION 102
BIDDING REQUIREMENTS AND CONDITIONS
(b) Delivery of Bids. Each bid shall be submitted separately in a sealed envelope to the City of Fort Collins by
mail, personal delivery, or messenger service at the location indicated in the invitation for bids. The envelope
shall be clearly labeled to identify it as a bid for the subject public project.
The sealed bid shall be addressed to:
City of Fort Collins Park Planning
215 N Mason Street
Fort Collins, Colorado 80524
All bids shall be filed at the place specified in the invitation for bids and prior to the time specified therein. Bids
received after the time for opening of bids will be returned to the Contractor unopened.
(c) Withdrawal of Bids Prior to Bid Opening. Prior to bid opening, a Contractor may withdraw or revise a bid
after it has been deposited with the City. Withdrawal of bids may be made either in writing or in person; however,
any bid withdrawn for the purpose of revision must be re-deposited before the time set forth for opening of bids in
the invitation for bids. A bid may not be withdrawn after the time set for opening of bids.
Before a bid may be withdrawn, proper identification and verification of the authority of the individual requesting
to withdraw shall be obtained. The fact of such withdrawal shall be documented, in writing, by the City.
(d) Receiving Bids. Sealed bids will be received by The City of Fort Collins at the place specified in the
invitation for bids until the time and date specified in the invitation for bids. Bids must be submitted to The City
of Fort Collins in a manner that ensures that The City of Fort Collins receives a complete bid with original
signature(s), including submission by U.S. mail, personal delivery, or messenger service. Bids submitted in a
manner that results in The City of Fort Collins receiving an incomplete bid, a bid without original signature(s), or
a bid not in the approved form, including submission by telephone, facsimile machine, telegram or mailgram, will
not be accepted or considered but will be rejected.
(e) Opening of Bids. Bids shall be opened and read publicly at the time and place specified in the invitation for
bids. Such opening shall be performed by an authorized employee of The City of Fort Collins in the presence of at
least one witness. Contractors, their authorized agents, and other interested parties are invited to be present.
(f) Rejection of Individual Bids. Individual bids may be rejected for any of the following reasons:
1. If the Contractor fails to submit completed CDOT Forms 606 and 714.
2. If the bid is on a form other than that prescribed by The City of Fort Collins, if the form is altered or any
part thereof is detached, or if the form does not contain original signatures.
3. If there are unauthorized additions, conditional or alternate bids, or irregularities of any kind which may
tend to make the bid incomplete, indefinite, or ambiguous.
4. If the Contractor fails to acknowledge in the bid that it has received all addenda (if any) current on the
date of opening the bids.
5. If the bid does not contain a unit price for each pay item listed except in the case of authorized alternative
pay items, the mathematical products of the respective unit prices, and the estimated quantities, and the
total amount of the bid obtained by adding such mathematical products.
6. If the City of Fort Collins determines that any of the unit bid prices are materially unbalanced to the
potential detriment of The City of Fort Collins. There are two types of unbalanced bids: (1)
mathematically unbalanced and, (2) materially unbalanced. The mathematically unbalanced bid is a bid
containing lump sum or unit pay items which do not reflect reasonable actual costs plus a reasonable
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-9
REVISION OF SECTION 102
BIDDING REQUIREMENTS AND CONDITIONS
proportionate share of the bidder's anticipated profit, overhead costs, and other indirect costs, but not
necessarily to the detriment of The City of Fort Collins. These costs shall all relate to the performance of
the items in question. The materially unbalanced bid is a mathematically unbalanced bid which The City
of Fort Collins determines leaves reasonable doubt that award will result in the lowest ultimate cost to
The City of Fort Collins, or that award is in the public interest.
7. If the Contractor submitting the bid is affiliated with another contractor that has submitted a bid on the
same public project.
8. If the Contractor submitting the bid has been asked in writing to show why it should not be found in
default on a City of Fort Collins contract.
9. If the Contractor submitting the bid has had its prequalification by the Colorado Department of
Transportation and/or The City of Fort Collins revoked, or if the contractor submitting the bid is currently
under debarment or suspension by the Colorado Department of Transportation and/or The City of Fort
Collins.
The City of Fort Collins reserves the right to reject any or all bids, to waive technicalities, to further negotiate
price, scope of work, terms, and conditions with the successful bidder, or to advertise for new bids, if, in the
judgment of the City, the best interests of the City will be promoted thereby.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-10
REVISION OF SECTION 105
CONTROL OF WORK
Section 105 of the Standard Specifications is hereby revised for this project as follows:
Subsection 105.22 shall be revised as follows:
The Colorado Department of Transportation will not participate in the resolution for any claims filed by the
contractor.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-11
REVISION OF SECTION 107
PERFORMANCE OF SAFETY CRITICAL WORK
Section 107 of the Standard Specifications is revised as follows:
Add subsection 107.061 immediately following subsection 107.06 as follows:
107.061 Performance of Safety Critical Work. The following work elements are considered safety critical
work for this project:
(1) Work requiring the use of cranes or other lifting equipment.
(2) Temporary works: falsework and shoring that exceeds 5 feet in height.
The Contractor shall submit, for record purposes only, an initial detailed construction plan that addresses safe
construction of each of the safety critical elements. When the specifications already require an erection plan or a
bridge removal plan, it shall be included as a part of this plan. The detailed construction plan shall be submitted
two weeks prior to the safety critical element conference described below. The construction plan shall be stamped
“Approved for Construction” and signed by the Contractor. The construction plan will not be approved by the
Engineer.
The Construction Plan shall include the following:
(1) Safety critical element(s) for which the plan is being prepared.
(2) Contractor or subcontractor responsible for the plan preparation and the work.
(3) Schedule, procedures, equipment, and sequence of operations, that comply with the working hour
limitations.
(4) Temporary works required: falsework, bracing, shoring, etc.
(5) Additional actions that will be taken to ensure that the work will be performed safely.
(6) Names and qualifications of workers who will be in responsible charge of the work:
a. Years of experience performing similar work
b. Training taken in performing similar work
c. Certifications earned in performing similar work
(7) Names and qualifications of workers operating cranes or other lifting equipment
a. Years of experience performing similar work
b. Training taken in performing similar work
c. Certifications earned in performing similar work
(8) The construction plan shall address how the Contractor will handle contingencies such as:
a. Unplanned events (Storms, traffic accidents, etc.)
b. Structural elements that don’t fit or line up
c. Replacement of workers who don’t perform the work safely
d. Equipment failure
e. Other potential difficulties inherent in the type of work being performed
(9) Name and qualifications of Contractor’s person designated to determine and notify the Engineer in
writing when it is safe to open a route to traffic after it has been closed for safety critical work.
(10) Bridge erection plan when submitted as required elsewhere by the specifications. Plan requirements
that overlap with above requirements may be submitted only once.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-12
REVISION OF SECTION 107
PERFORMANCE OF SAFETY CRITICAL WORK
A safety critical element conference shall be held two weeks prior to beginning construction on each safety
critical element. The Engineer, the Contractor, the safety critical element subcontractors, and the Contractor’s
Engineer shall attend the conference. Required pre-erection conference may be included as a part of this
conference.
After the safety critical element conference, and prior to beginning work on the safety critical element, the
Contractor shall submit a final construction plan to the Engineer for record purposes only. The Contractor’s
Engineer shall sign and seal temporary works, such as falsework, shoring, etc., related to construction plans for
the safety critical elements, (1) Work requiring the use of cranes or other lifting equipment and (2) Temporary
Work. The final construction plan shall be stamped “Approved for Construction” and signed by the Contractor.
The Contractor shall perform safety critical work only when the Engineer is on the project site. The Contractor’s
Engineer shall be on site to inspect and provide written approval of safety critical work for which he provided
signed and sealed construction details. Unless otherwise directed or approved, the Contractor’s Engineer need not
be on site during the actual performance of safety critical work, but shall be present to conduct inspection for
written approval of the safety critical work.
When ordered by the Engineer, the Contractor shall immediately stop safety critical work that is being performed
in an unsafe manner or will result in an unsafe situation for the traveling public. Prior to stopping work, the
Contractor shall make the situation safe for work stoppage. The Contractor shall submit an acceptable plan to
correct the unsafe process before the Engineer will authorize resumption of the work.
When ordered by the Engineer, the Contractor shall remove workers from the project that are performing the
safety critical work in a manger that creates an unsafe situation for the public in accordance with subsection
108.05.
Should an unplanned event occur or the safety critical operation deviate from the submitted plan, the Contractor
shall immediately cease operations on the safety critical element, except for performing any work necessary to
ensure worksite safety, and provide proper protection of the work and the traveling public. If the Contractor
intends to modify the submitted plan, he shall submit a revised plan to the Engineer prior to resuming operations.
All costs associated with the preparation and implementation of each safety critical element construction plan will
not be measured and paid for separately, but shall be included in the work.
Nothing in the section shall be construed to relieve the Contractor from ultimate liability for unsafe or negligent
acts or to be a waiver of the Colorado Governmental Immunity Act on behalf of the Department.
All costs associated with the preparation and implementation of each safety critical work element construction
plan and meeting will not be measured or paid for separately, but shall be included in the work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-13
REVISION OF SECTION 107
INSURANCE
Section 107 of the Standard Specifications is revised as follows:
Subsection 107.18 is hereby revised as follows:
For this project all insurance certificates shall name The City of Fort Collins and the Colorado Department of
Transportation as an additionally insured party.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-14
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Section 108 of the Standard Specifications is revised as follows:
Subsection 108.03, shall include the following:
Project Meetings
A. Pre-Construction Conference: A Pre-Construction Conference will be held after Notice of Award and
before the Notice to Proceed. The date, time and location will be determined after Notice of Award. The
conference shall be attended by:
1. Contractor and Contractor’s Superintendent
a. Contractor shall designate/introduce Superintendent
b. At this time the Superintendent will be expected to show that he has sufficient knowledge
of the specifications and plans to orchestrate and coordinate the construction activities for
this job.
2. Contractor’s Subcontractors
a. Contractor shall designate/introduce major Subcontractor’s supervisors assigned to the
project.
3. Engineer
4. Owner
5. Others as required by the Contractor, City, or Engineer.
Unless previously submitted to the City, the Contractor shall bring to the conference a tentative schedule of the
construction project. Shop drawings and other submittals shall be included in the schedule. Any submittals
requiring long lead times and therefore must be expedited shall be submitted at the pre-construction conference,
or as soon thereafter as possible.
The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters
requiring coordination will be discussed and procedures for handling such matters established. The agenda will
include:
1. Contractor’s tentative Schedule
a. The Contractor shall submit a detailed project schedule showing milestones and the critical path
for the Poudre Trail at Mulberry and Lemay project. This schedule shall be agreed to by both
the City and the Contractor. It shall be made in writing and signed by both parties.
2. Permit applications and submittals, including Dewatering Permit, and Erosion and Sediment Control
Plan.
3. Transmittal, review and distribution of Contractor’s submittals.
4. Processing application for payment.
5. Maintaining record documents.
6. Field decision and change orders.
7. Use of premises, office and storage areas, staging areas, security, housekeeping, and City’s needs.
8. Proposed daily construction hours for the City’s approval
9. Designation of access routes and parking.
10. Contractor’s assignment of safety and first aid.
B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency,
if approved by the City. These meetings shall be attended by the City, the Engineer, the Contractor’s
representative and any others invited by these people.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-15
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the
minutes to all persons in attendance.
The agenda of these project meetings will include construction progress, the status of submittal reviews, and the
status of information requests, critical work sequencing, review of strategies for connections into existing
facilities, status of field orders and change orders, and any general business.
The Contractor will prepare a “two week look ahead” schedule to facilitate coordination of work items.
The schedule shall be monitored closely during construction and may be updated by written agreement of the
parties as changes occur in the project progress. If the milestones are not met, the City may utilize the remedies
provided in the General Conditions as well as any other remedy provided by the Contract Documents or provided
by law or equity. The City may also assess liquidated damages as outline in Article 2, Section 3.2 of the
Agreement.
The Engineer or Engineer’s Field Representative and Contractor shall agree to weekly quantities at the progress
meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall
be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project
pay estimates.
C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the
Contractor’s operations affect or are affected by the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the
Engineer.
Construction Schedules
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 City’s acceptance of the Construction Progress Schedule and
Report of delivery of equipment and materials.
B. Format and Submissions
1. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled
and actual progress.
2. Submit two copies of each schedule to City for review.
i. Owner will return one copy to contractor with revisions suggested or necessary for
coordination of the Work with the needs of City or others.
ii. The Contractor will be required to submit a weekly progress schedule showing work to
be completed, labor, equipment, work hours and methods of construction for the
upcoming week. This schedule will be required every Thursday in a daily calendar
format.
3. The schedule must show how the trail, underground utilities, and bridge work will be coordinated.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-16
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
C. Content
1. Construction Progress Schedule
i. Show the complete work sequence of construction by activity and location.
ii. Show changes to traffic control.
iii. Show project milestones.
2. Equipment, Materials and Submittals Schedule
i. Show delivery status of critical and major items of equipment and materials
ii. Include a critical path schedule for Shop Drawings, tests, and other submittal
requirements for equipment and materials.
D. City’s Responsibility
1. City’s review is only for the purpose of checking conformity with the Contract Documents and
assisting the Contractor in coordinating the Work with the needs of the Project.
2. It is not to be construed as relieving contractor from any responsibility to determine the means,
methods, techniques, sequences and procedures of construction.
Modifications to Time of Completion in the Approved Schedule
The date of beginning and the time for completion of the work are essential conditions of the Contract Documents
and the work embraced shall be commenced on a dated specified in the Notice to Proceed.
The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract
time. It is expressly understood and agreed by and between the Contractor and the City that the contract time for
completion of the work described herein is a reasonable time, taking into consideration the climatic and other
factors prevailing in the locality of the work.
Every effort shall be made by the Contractor to complete the project within the “Contract Time” shown in the
proposal. The “Contract Time” anticipated “Normal” weather and climate conditions in and around the vicinity
of the Project site during the times of year that the construction will be carried out. Extensions of time based
upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were
“unusually severe,” would not have been reasonably anticipated, and that such conditions adversely affected the
Contractor’s work and thus required additional time to complete the work.
The following specifies the procedure for the determination of time extensions for unusually severe weather. The
listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based
upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of
the project.
Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
7 4 4 4 6 3 4 2 3 3 2 5
The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof)
weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the
contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the
work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-17
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Fridays (holidays accepted) unless an approved construction schedule or written authorization from the City
indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then
be compared to the monthly adverse weather schedule above.
An actual adverse weather day must prevent work for 50 percent or more of the Contractor’s workday, delay
work critical to the timely completion of the project, and be documented by the Contractor. The City
Representative observing the construction shall determine on a daily basis whether or not work can proceed or if
work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing
of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date.
The City will use the above written notification in determining the number of working days for which work was
delayed during each month.
At the end of each month, if the number of working days for which work was delayed due to adverse weather
exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time.
The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar
Days based on the contract completion day and date. The conversion assumes a 5-day work week, Mondays
through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays,
and then the method of conversion of workdays to calendar days would take this into consideration. The contract
time period will then be increased by the number of calendar days calculated above and a new contract
completion day and date will be set.
The Contractor’s schedule must reflect the above-anticipated adverse weather delays on all weather-dependent
activities.
While extension of time shall be granted for “unusually severe” weather or climate conditions, the Owner shall
make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall
comply with the portions of the Contract Documents relating to his project schedule and amendments thereto
which result from the “unusually severe” weather condition.
Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an
extension of time. Liquidated damages will be assessed as delineated elsewhere.
The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of
the work is due to the following, and the Contractor has promptly given written notice of such delay to the City or
Engineer.
1. To any preference, priority, or allocation order duly issued by the City.
2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor,
including but not restricted to, acts of God, or of the public enemy, acts of the City, acts of another
Contractor in the performance of a contract with the City, fires, floods, epidemics, quarantine restrictions,
strikes, freight embargoes, and abnormal and unforeseeable weather as provided above.
3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above.
Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permitted on
weekends or holidays without written approval from the Project Manager. Work requests beyond normal working
hours must be submitted to the Project Manager a minimum of (5) working days prior to the request date.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-18
REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the standard specifications is hereby revised for this project as follows:
Subsection 201.02 shall include the following:
The City Representative shall be responsible for identifying the removal of tree branches, stumps, shrubs and/or
other plant materials beyond those trees identified in the removal plans for removal and/or transplant. Coordinate
with the City Representative to have tree branches, stumps, shrubs, and other plant materials marked for removal.
The Contractor shall scalp the vegetation and trash from the topsoil surface and dispose of this material properly
offsite.
All removed debris shall become the property of the contractor and shall be removed from the project site, not
buried on-site.
Trees smaller than 6 inches in diameter at breast height within the project limits shall be removed as a part of this
item.
Subsection 201.04 shall include the following:
Pay Item Pay Unit
Clearing and Grubbing Lump Sum
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-19
REVISION OF SECTION 202
REMOVAL OF TREES
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.02 shall include the following:
This work includes the removal of trees as directed by the City Representative. This work includes the
preservation from injury or defacement of all vegetation and objects designated to remain.
The City Representative will establish environmental limits. All trees, shrubs, plants, grasses, and other
vegetative materials shall remain, except as designated by the City Representative.
The existing tree stumps designated for removal shall be ground down 36 inches below proposed grade. The
removed material shall become the property of the Contractor and shall be disposed of outside the project site
legally.
Subsection 202.11 shall include the following:
Potholing will not be paid separately and shall be included in the cost for removal of tree.
Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Tree Each
Chipping, stockpiling mulch, and hauling and stockpiling trunks and limbs will not be paid for separately but shall
be included in the work.
All clearing and grubbing directed by the City Engineer will be paid for as lump sum under the clearing and
grubbing item.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-20
REVISION OF SECTION 202
REMOVAL OF PIPE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing pipe within the project limits as shown on the plans or at
locations directed by the City Representative.
In subsection 202.02 delete the sixth paragraph and replace with the following:
The removed pipe shall become the property of the Contractor and shall be disposed of outside the project site
legally.
Subsection 202.11 shall include the following:
The removal of the existing pipe will be measured by the linear foot of pipe removed, and accepted.
Excavation and embankment to return the ground to existing grade will not be paid separately and shall be
included in the cost for removal of pipe.
The pipe that is removed shall be backfilled with flowfill and meet the requirements found under Section 206 of
the Special Provisions. This will be paid for under its own unit.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Pipe Linear Foot
Work shall include all material, equipment, labor, and disposal of materials to complete the work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-21
REVISION OF SECTION 202
REMOVAL OF ASPHALT MAT
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or
at locations directed by the City Representative.
Subsection 202.11 shall include the following:
The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required
depth, and accepted.
Payment will be made under:
Pay Item Pay Unit
Removal of Asphalt Mat Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work. Planers, brooms and all other work necessary to complete the item will not be measured and paid for
separately, but shall be included in the work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-22
REVISION OF SECTION 202
REMOVAL OF RIPRAP
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes the removal of existing riprap under the Lemay Ave Bridge within the project limits as shown
on the plans or at locations directed by the City Representative.
Subsection 202.11 shall include the following:
Excavation will not be paid separately and shall be included in the cost for removal of the riprap. Approximately
5 CY of excess riprap shall be used at the proposed 24-inch flared end section outfall. All other excess riprap
shall become the property of the Contractor and removed and disposed of properly.
The removal of the existing rip rap will be measured by the square yard of mat removed to the required depth, and
accepted.
Payment will be made under:
Pay Item Pay Unit
Removal of Riprap Cubic Yard
Work to remove riprap shall include all material, equipment, labor, and disposal of materials to complete the
work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-23
REVISION OF SECTION 206
STRUCTURE BACKFILL MATERIAL
Section 206 of the standard specifications is hereby revised for this project as follows:
In subsection 206.01, add the following:
High groundwater may be encountered on this project. Dewatering shall be included in the work for Revision of
Section 211 Dewatering.
In subsection 206.06, add the following:
The quantity for Structure Backfill (Class I) will not be measured, but will be the quantity designated on the
Plans, unless field changes are ordered. If field changes are ordered, the quantities will be calculated using the
revised dimensions and the additional volume of material shall be approved in writing by the Engineer prior to
beginning the work. No allowances shall be made for shrinkage, swell, subsidence due to compaction of the
existing ground or any other losses.
Haul and stockpile of salvable material will not be measured and paid for separately but shall be included in
the work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-24
REVISION OF SECTION 207
TOPSOIL
Section 207 of the standard specifications is hereby revised for this project as follows:
Subsection 207.02 shall include the following:
The source of topsoil for this project is the strippings from the project limits, but the Contractor shall ensure that
the source location and the area, which is to be used to store topsoil, shall be free of noxious weeds. Failure will
result in the rejection of this topsoil. Any imported topsoil is subject to approval by the Engineer before use. At
least 30 days before hauling soil to the site, the Contractor shall supply a sample of the topsoil to Colorado State
University Soil Testing Laboratory for analysis. The Contractor shall contact the Engineer to inspect and approve
this area and the area where the topsoil shall be stored. A Certificate of Compliance from the University shall be
provided to the Engineer to verify the organic matter content, pH, sodium absorption ratio, electrical conductivity
and nutrient requirements.
Contractor supplied topsoil shall meet the following criteria:
Property Min. Value Max. Value
pH 6.5 7.8
Sodium Absorption Ratio - 10.0
Salts (electrical conductivity) - 4.0 mmhos/cm
Organic matter 3% 10%
Topsoil shall contain the following minimum ammonium DTPA (chelate) extractable nutrients the extracting
solution used by CSU Soil Testing Laboratory:
Nitrogen 5 ppm Air dried Basis
Phosphorous 5 ppm
Potassium 30 ppm
Iron (Fe) 5 ppm
Subsection 207.05 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Topsoil (remove, stockpile, redistribute) Cubic Yard
This item includes stripping topsoil as directed by the City representative and properly stockpiling and replacing
topsoil in disturbed areas. Tilling and disking operations will not be paid for separately, but shall be included in
the work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-25
REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised for this project as follows:
Section 208.12 delete paragraph ten and replaced with the following:
Removal and Disposal of Sediment will not be measured and paid for separately, but shall be incidental to the
work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-26
REVISION OF SECTION 209
WATERING AND DUST PALLIATIVES
Section 209 of the Standard Specifications is hereby revised for this project as follows:
Subsection 209.07, replace this subsection in its entirety with “Dust Palliatives (water) will not be paid for
separately but shall be included in the work.”
In subsection 209.08, delete the second paragraph.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-27
REVISION OF SECTION 210
RESET STRUCTURES
Section 210 of the Standard Specifications is hereby revised for this project as follows:
Subsection 210.01 shall include the following:
This work includes the removal and resetting of existing riprap under the Lemay Ave Bridge within the project
limits as shown on the plans or at locations directed by the City Representative. This work also consists of the
erection and installation of the existing prefabricated pedestrian bridge at Span 1 of the proposed bridge crossing.
Subsection 210.02 shall include the following:
Reset Structure (Existing 165’ Bridge – at Lemay)
The erection and installation of the existing prefabricated pedestrian bridge shall be performed in a safe manner.
The installation shall include field-splicing of the existing prefabricated bridge.
The existing prefabricated pedestrian bridge will be delivered to the site by others under separate contract. The
delivery site will be the bottom of the truck ramp near the south bank of the Poudre River and just east of the
Lemay Avenue Bridge. Please refer to “Bridge Relocation Exhibit A”. Work by owner is done here, handoff to
contractor at this point. Unloading of the existing bridge and any additional transportation of the bridge,
including crane erection, shall be the responsibility of the Contractor and included in the work.
All materials (structural members, connection hardware, splice plates, welds, elastomeric pads, etc.) included in
the original fabrication drawings dated October 18, 2001 for the existing prefabricated bridge shall be provided
upon delivery to the site by owner. Any item(s) missing from the pedestrian bridge assembly, whether lost during
transportation, erection, or otherwise, shall be replaced with new items of matching size and material at no
additional cost.
Any damage or distress incurred during erection shall be repaired by the Contractor to the satisfaction of the
Owner prior to acceptance. All bolted connections and welds shall be subject to testing by the Owner’s testing
firm at the Owner’s discretion.
Unload Structure (Existing 165’ Bridge – at alt. site)
The second existing 165’ prefabricated pedestrian bridge that will be removed from the existing location at the
Mulberry Street Bridge will be delivered to the alternate site by others under separate contract. The delivery site
will be at the Arapaho Bend Natural Area located off Strauss Cabin Road as detailed by “Bridge Relocation
Exhibit B”. Unloading of the existing bridge and any additional transportation of the bridge shall be the
responsibility of the Contractor and included in the work. The Contractor shall coordinate with the City
Representative for the exact storage location at Arapaho Bend Natural Area.
Unload Structure (Existing Steel Railing – at alt. site)
The existing steel railing will be removed from the Mulberry Street Bridge and will be delivered to the alternate
site by others under separate contract. The delivery site will be at the City of Fort Collins Timberline Storage
Yard west of Timberline Road as detailed by “Steel Railing Storage Location Exhibit C”. Unloading of the
existing steel railing and any additional transportation of the railing shall be the responsibility of the Contractor
and included in the work. The Contractor shall coordinate with the City Representative for the exact storage
location at the Timberline Storage Yard.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-28
REVISION OF SECTION 210
RESET STRUCTURES
Subsection 210.13 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Reset Structure (Existing 165’ Bridge – at Lemay) Each
Unload Structure (Existing 165’ Bridge – at alt. site) Each
Unload Structure (Existing Steel Railing – at alt. site) Each
Payment for Reset Structure will be full compensation for all labor, materials and equipment required to complete
the work, including, erection, assembly, field-splicing, and repair or replacement of damaged or missing
components.
Payment for Unload Structure will be full compensation for all labor, materials and equipment required to
complete the work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-29
REVISION OF SECTION 211
DEWATERING AND DIVERSION
Section 211 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
211.01 This work consists of dewatering to facilitate construction activities.
CONSTRUCTION REQUIREMENTS
211.02 The Contractor is advised that groundwater within the project limits may require dewatering. The
Contractor shall conform to all applicable State and City of Fort Collins requirements as well as the requirements
outlined in the Nationwide Permit No. 14 (the City of Fort Collins has obtained this permit).
Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or
treatment of all contaminated groundwater will be in accordance with Section 107.25 Water Quality Control and
as described in Section 250 Environmental, Health and Safety Management.
The Contractor shall obtain the appropriate Colorado Discharge Permit System (CDPS) general permit for
management of groundwater from CDPHE Water Quality Control Division, as determined necessary. A
completed application must be submitted to CDPHE at least four weeks prior to dewatering operations.
The Contractor shall submit a Dewatering and Diversion Plan to the City at least four weeks prior to the proposed
start of dewatering operations. This plan shall detail the Contractor’s method of dewatering for all major
excavations including caisson construction and bridge placement. The Dewatering and Diversion Plan shall be
stamped “Approved for Construction” and signed by the Contractor. The Dewatering and Diversion Plan will not
be approved by the City.
The City will review the Dewatering and Diversion Plan and issue a written acceptance letter or request for
changes within two weeks of receiving the Plan. If changes are requested the Contractor shall update the Plan and
resubmit it to the City within one week after receiving the request for changes. The City’s written acceptance of
the Dewatering and Diversion Plan is required before construction.
The Dewatering and Diversion Plan shall provide complete details of the Contractor’s method for construction
dewatering including:
1) Copies of all permits required for dewatering, treatment of and (or) disposing of water.
2) Method and details for minimizing dewatering in excavations and during caisson construction.
3) Method and details for diverting the Cache La Poudre River as necessary for bridge placement.
4) Method of measuring groundwater discharge.
5) Equipment descriptions including size, number, type, capacity, and location of equipment during
dewatering operations.
BASIS OF PAYMENT
211.03 Payment for all work for Dewatering including preparation of the Dewatering and Diversion Plan and all
work for Section 250 shall be included in the work. All permitting shall be included in the work as well.
Pay Item Pay Unit
Dewatering Lump Sum
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-30
REVISION OF SECTION 308
SUBGRADE STABILIZATION (SPECIAL)
DESCRIPTION
308.01 General. This work consists of stabilizing the earth subgrade as called for in the revision of section 621,
Structure Temporary Access Road, by providing a geosynthetic material in the specified area (crane runway and
working platform) as needed to build the access road.
DESIGN REQUIREMENTS
308.02 The Contractor shall submit a design to the Engineer for approval prior to construction. Mechanical
stabilization shall be designed in accordance with CP 26-13. Stabilization with unbound aggregate shall be
designed in accordance with the current version of CDOT’s Pavement Design Manual.
MATERIALS
308.03 Mechanically stabilized material shall conform to CP 26-13. Unbound aggregate material shall conform
to the requirements of Section 304.
CONSTRUCTION REQUIREMENTS
308.04 Placing. The geosynthetic material for separation shall be placed on native soil with only minimal soil
disturbance. This geosynthetic material and succeeding embankment shall provide a uniform surface on which a
structural roadway system can be placed.
The Contractor shall construct one or more compacted courses of stabilized material in the area specified in the
Contract. The stabilized subgrade shall have uniform density and moisture content. The stabilized subgrade shall
be well bound for its full depth and width with a smooth surface suitable for placing subsequent courses.
308.05 Mixing. The Contractor shall regulate the sequence of the work to accurately apply the subgrade
stabilization technology courses as necessary to meet the above requirements.
308.06 Proof Rolling. After the subgrade has been stabilized, the Contractor shall perform proof rolling in
accordance with subsection 203.09. Final proof rolling will take place a maximum of two days after all
mechanical stabilization or unbound aggregate work has been completed, unless otherwise approved by the
Engineer. Final proof rolling will take place as directed or requested by the Engineer.
308.07 Finishing. The finished surface shall be smooth and uniform conforming to the typical sections. All
irregularities, depressions, or weak spots, which develop, shall be corrected at the Contractor’s expense. The
surface shall be maintained in a smooth condition, free from undulations and ruts, until other work is placed
thereon or the work is accepted.
METHOD OF MEASUREMENT
308.08 Stabilized subgrade will not be measured for payment.
BASIS OF PAYMENT
308.09 The cost for subgrade stabilization shall be included in the cost for item 621, Structure Temporary
Access Road.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-31
REVISION OF SECTION 506
RIPRAP
Section 506 of the Standard Specifications is hereby revised for this project as follows:
Subsection 506.02 shall include the following:
Repurposed Riprap (pipe outfall) shall be existing riprap salvaged from the riprap to be removed under the Lemay
Bridge (Revision of Section 202 – Removal of Riprap). The specified quantity shall be salvaged and transported
to the proposed pipe outfall location and installed as detailed on the plans and standard specifications. Material to
be approved by the Engineer prior to placement.
Repurposed Riprap (existing streambed riprap) shall be existing streambed material salvaged from approximately
the top 2-3 feet of excavation operations near the Poudre River. Material shall be excavated, selected, handled
and stockpiled as necessary to maintain the gradation, appearance and armoring potential of the existing
streambed surface. Material to be approved by the Engineer prior to placement. Material shall generally range in
size from 2-inch cobbles to 12-inch rounded rock. This material shall be placed in the top of all structural
excavation areas as shown on the plans.
Subsection 506.05 shall include the following:
The removal of the repurposed riprap (pipe outfall) shall be paid for under the Revision of Section 202 – Removal
of Riprap. The work required to excavate the repurposed riprap (native streambed riprap) shall be paid for under
Section 206 – Structure Excavation.
Bedding, topsoil, and seeding for buried riprap at the pipe outfall will not be measured and paid for separately, but
shall be incidental to the work.
Pay Item Pay Unit
Repurposed Riprap (Pipe outfall) Cubic Yard
Repurposed Riprap (Native Streambed Riprap) Lump Sum
Payment for both pay items will be full compensation for all labor and materials required to complete the work.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-32
REVISION OF SECTION 608
SIDEWALKS AND BIKEWAYS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 shall include the following:
This work consists of constructing a reinforced concrete trail and colored concrete trail in accordance with these
specifications at locations shown on the plans within the project limits.
Subsection 608.03 shall be modified to include the following:
Color Agent: Yosemite Brown, Davis Colors of Los Angeles, California
Fibrous Reinforcement: Add fibrous concrete reinforcement to concrete materials at the time concrete is batched
in amounts in accordance with approved submittals for each type of concrete required. Mix batched concrete in
accordance with manufacture’s recommendations for uniform and complete dispersion.
Broom Finish: Concrete flatwork shall receive a heavy broom finish applied at a right angle to the direction of
travel. All other flatwork shall have broom finish over joints.
Colored Concrete: concrete for colored pavement shall be CDOT class D concrete with the following
additional characteristics:
Unit Measurement
Fiberous Reinforcement ¾ lb / CY
Coloring Agent 2 lbs. per sack of Yosemite Brown color
(per manufacture’s recommendations)
Maximum Slump 4 inches
Subsection 608.05 shall include the following:
The reinforcing steel contained in the section of reinforced concrete trail will not be measured but shall be
included in the cost of the work.
The fibrous reinforcement, color agent, or any other add mixtures to the concrete trail will not be measured but
shall be included in the cost of the work.
Subsection 608.06 shall include the following:
Pay Item Pay Unit
Concrete Bikeway (Special) Square Yard
Concrete Bikeway (5 Inch) Square Yard
The price of all pay items shall be full compensation of all excavation, concrete, forms, reinforcement, tooling,
finishing, and backfill.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-33
REVISION OF SECTION 621
STRUCTURE TEMPORARY ACCESS ROAD
Section 621 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
621.01 This work consists of constructing and removing a temporary access road for the pedestrian bridge
structures being built on this project, as called for in the plans.
MATERIALS
621.02 The temporary access road shall consist of Class 6 aggregate base course and geotextile for separation.
Any change in these material choices made by the Contractor may be submitted to the Engineer for review.
Regardless of the final material choices, the Contractor shall ensure the quality of the actual materials being
placed.
621.03 The plan view and typical section that are shown in the plans depict one possible way of accessing the
site for the purpose of installing caissons, delivering materials, and erecting the pedestrian bridges. Prior to the
start of work, the Contractor shall submit the actual location of the access road and the actual structural roadway
system design based on soil conditions on the south side of the river. Traffic control shall be submitted along
with the Method of Handling Traffic (MHT) and the Traffic Control Plan. Work shall not begin until written
approval of the access road location and structural roadway system design has been received from the Engineer.
CONSTRUCTION REQUIREMENTS
The Contractor shall maintain the temporary access road for the structures being built on this project throughout
the duration of the project. If the access encroaches into the Poudre River floodplain during the first phase of the
project (construction of bridge abutments and piers), it shall be removed back to the limits of the floodplain upon
completion of the work and prior to the start of the spring runoff (April 15th). The access road shall be rebuilt
after October 1st for the work involved with phase two (erecting the bridges). The Contractor shall not construct
temporary access roads during the flood season (April 15th through October 1st). The access roads shall be
removed and the site restored to its original state upon completion of their use, prior to start of the spring runoff.
All pavement markings and traffic control devices shall be in accordance with the traffic control plans.
METHOD OF MEASUREMENT
Structure Temporary Access Road will not be measured, but will be paid for as a single lump sum where the
access road is constructed, maintained, and removed.
BASIS OF PAYMENT
621.04 The accepted quantities for temporary access roads measured as provided above will be paid for at the
contract unit price bid.
Pay Item Pay Unit
Structure Temporary Access Road Lump Sum
Payment will be full compensation for all work and materials required to complete the item, including, but not
limited to, aggregate base course, earthwork, geotextiles, maintenance, and all work and materials required to
place and remove them in order to return the site to its original state after the construction process has ended.
Partial (50%) payment will be made upon completion of the roadway and the remaining amount will be paid upon
project completion.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-34
REVISIONS OF SECTION 625
CONSTRUCTION SURVEYING
Subsection 625.06 shall include the following:
The Contractor shall be responsible for construction staking necessary for proper and accurate completion of the
work covered by this contract. The Contractor shall provide experience instrument personnel, competent
assistants, and such instruments, tools, stakes, and other materials required to complete the survey, layout, and
measurment work. Survey work shall be performed under the direction of a licensed professional surveyor in the
State of Colorado. In addition, the Contractor shall furnish, without charge, competent personnel and such tools,
stakes, and other materials as the Engineer may require in checking survey, layout, and measurement work
performed by the Contractor.
All work shall be performed to the lines, grades, and elevations shown on the plans. When construction falls
within the following areas, corresponding tolerances are required. The installation will be acceptable to the
Owner when those tolerances are met, with respect to the lines and grades. If the tolerances are not met, the
Contractor shall be responsible for performing OWNER approved modifications to the facilities to bring the
project components into tolerances.
Description Maximum Deviation from Plan Elevation
Horizontal location of concrete trail +/- 0.10 feet*
Horizontal location of all walls & components +/- 0.10 feet
Vertical elevation of concrete trail finished grade 0.00 feet to (-0.05 feet)
Vertical elevation of all walls & components 0.00 feet to (-0.05 feet)
Vertical elevation of other trail cross-section grading 0.00 feet to (-0.05 feet)
Vertical elevation of site grading and catch slopes +/-0.10 feet
*Unless trail is field relocated by the Engineer
The Contractor shall remove and reconstruct work that is improperly located. Horizontal and vertical alignments
shall be checked regularly as the work progresses. The Contractor shall report results to the Engineer.
If the construction survey uncovers any discrepancies, the Contractor shall notify the Engineer, in writing, prior to
construction proceeding. If the Contractor proceeds with work that includes apparent discrepancies without
resolution by the Engineer, the Contractor assumes full responsibility for any subsequent necessary modifications.
Prior to final acceptance of the work, the Contractor must provide a stamped as-built survey, per the contract, for
approved verification. The as-builts must be stamped by a licensed professional surveyor in the State of
Colorado. Prior to execution of the as-built survey, the Engineer will provide the Contractor with the horizontal
location of critical cross sections that will need to be surveyed and meet all vertical tolerances prior to final
acceptance. The surveyed shots along these cross sections shall be included as part of the final as-built survey
and shall be to a frequency such that the professional land surveyor can certify that the vertical tolerances have
been satisified. Certified as-built information is required for compliance with the City of Fort Collins Flood Plain
Use Permit and for FEMA approval of the project LOMR.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-35
REVISIONS OF SECTION 625
CONSTRUCTION SURVEYING
The Contractor shall submit a schedule of values for all surveying to be performed in accordance with the
Drawings and Specifications prior to the preconstruction conference.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-36
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Section 628 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
628.01 This work consists of the design, fabrication, and erection of a simple span, welded self weathering steel,
truss pedestrian bridge with a concrete deck between Pier 2 and Abutment 3 in accordance with the specifications
and plan details.
Potential bridge suppliers are:
1. Contech Engineered Solutions
5670 Greenwood Plaza Blvd, Suite 530
Greenwood Village, Colorado 80111
1-720-587-2700, FAX 720-587-2650
3. Excel Bridge Manufacturing Company
12001 Shoemaker Avenue
Santa Fe Springs, California 90670
562-944-0701, FAX 562-944-4025
4. Big R Manufacturing LLC
P.O. Box 1290
Greeley, Colorado 80632-1290
1-800-234-0734, FAX 1-970-356-9621
5. Wheeler Lumber, LLC
9330 James Avenue South
Bloomington, Minnesota 55431-2317
1-800-328-3986, FAX 952-929-2909
MATERIALS
628.02 Structural Steel. All structural steel shall be new (unused) material. The Contractor shall provide the
City of Fort Collins with copies of all certified mill test reports for all structural steel and bolts. Floor beams,
stringers, and members of each Half-through truss (upper and lower chords, diagonals, end posts and vertical
posts) utilized in the bridges shall meet a longitudinal Charpy V-notch (CVN) value of 25 ft. lbs. at 40 degrees
Fahrenheit. Testing shall be in accordance with AASHTO T 243 (ASTM A 673). The H frequency of heat testing
shall be used. The Contractor shall provide the City of Fort Collins with certified copies of all CVN test reports.
All square and rectangular structural steel tubing shall conform to the requirements of ASTM A 847, Cold-
Formed Welded and Seamless High Strength, Low Alloy Structural Tubing With Improved Atmospheric
Corrosion Resistance.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-37
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
All structural steel shapes and plates shall conform to the requirements of ASTM A 588, High-Strength Low-
Alloy Structural Steel.
All anchor bolts and nuts shall conform to the requirements of ASTM A 307, Grade A, Carbon Steel Bolts and
Studs, and shall be galvanized in accordance with the requirements of ASTM A 153. Each anchor bolt shall be
provided with two nuts for jamming.
All structural steel field connections shall be bolted with high strength bolts. High strength bolts, including
suitable nuts and plain hardened washers, shall conform to the requirements of ASTM A 325. Bolts shall be Type
3.
CONSTRUCTION REQUIREMENTS
628.04 Design. The AASHTO Guide Specifications for Design of Pedestrian Bridges and Division I (design) of
the AASHTO Standard Specifications for Bridges shall govern the design.
The superstructure of the pedestrian bridge shall consist of two parallel Half-through trusses, or Pony trusses, with
at least one diagonal per panel. The trusses shall be the main load-carrying members of the bridge.
The members of each Half-through truss, or Pony truss, (upper and lower chords, diagonals, end posts, and
vertical posts) shall be fabricated from square and rectangular structural steel tubing.
Floor beams and stringers shall be fabricated from structural steel shapes or square and rectangular structural steel
tubing.
The structure shall conform to the clear span, clear width, and railing requirements shown on the plans.
Each pedestrian bridge shall be designed for the following loads and loading conditions:
1. Dead load shall be as defined in Section 3.3 of the AASHTO Standard Specifications.
2. Live load shall be as defined in the AASHTO Guide Specifications. Distribution to the stringer
and floor beams shall be in accordance with Section 3 of the AASHTO Standard Specifications.
Deflection and vibration limits as per the AASHTO Guide Specifications shall apply.
Pedestrian live load shall be as defined by the AASHTO Guide Specifications, and used in load
group I of the AASHTO Standard Specifications, Section 3.
Vehicle live load shall be as defined by the AASHTO Guide Specifications and as shown on the
construction drawings, and used in load group IB of the AASHTO Standard Specifications,
Section 3. The vehicle live load shall be the H-5 Vehicle. This is a 5 ton, two-axle, vehicle with
14’-0” axle spacing. The axle loads are 1 ton on the front axle and 4 tons on the rear axle.
3. Wind load shall be as defined by the AASHTO Guide Specifications, and used in load group V of
the Standard Specifications, Section 3.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-38
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Allowable loads in the structural steel members and weld metal shall be in accordance with Section 10 of the
AASHTO Standard Specifications.
Minimum thickness of structural steel shall be 3/16 of an inch.
½ inch diameter weep holes shall be drilled (flame cut holes will not be allowed) at all low points of all steel
tubing members as oriented in the in-place, completed structure. In members that are level, or flat, a total of two
weep holes shall be drilled, one at each end. Weep holes and their locations shall be shown on the Shop
Drawings.
Allowable stresses for timber decking, when required on the plans, shall be in accordance with Section 13 of the
AASHTO Standard Specifications.
All metallic fasteners utilized in attaching timber to structural steel shall be galvanized.
All welded tubular connections shall be designed in accordance with Section 2, Parts A and D (Delete Subsection
2.36.6), of the Structural Welding Code-Steel ANSI/AWS/D1.1 (Latest Edition).
Concrete and reinforcing steel, when used for the deck, shall conform to Sections 601 and 602, respectively.
The Contractor shall submit four sets of Design Calculations and Shop Fabrication Details (Shop Drawings) to the
City of Fort Collins for each pedestrian bridge separately. This submittal shall be in accordance with Subsection
105.02. The Design Calculations and Shop Drawings shall contain the endorsement seal of the Professional
Engineer registered in the State of Colorado responsible for the design.
628.05 Shop Fabrication. Welding and fabrication of weathering steel pedestrian bridges shall conform to the
requirements of the Structural Welding Code-Steel ANSI/AWS D1.1 (Latest Edition) as amended by the
following:
1. As required in Subsection 4.7.3, a welding procedure shall be established by qualification in
accordance with the requirements of Subsection 3.3 for the ASTM A 847 material used on the
bridge. The results of the Procedure Qualification shall be recorded on Form E-1 in Annex E of
AWS D 1.1.
2. The Contractor shall submit a Quality Control Plan. The Plan shall include personnel
qualifications, certifications, and a Written Practice in accordance with ASNT SNT-TC-1A.
3. The quality of all welds shall be in accordance with Section 6, Table 6.1. In Table 6.1, Undercut
7(B), the criteria for primary members shall apply to the bottom chord members.
4. All Complete Joint Penetration Groove Welds in butt joints in the bottom chord members shall be
100% Magnetic Particle tested in accordance with ASTM E 709. Acceptance shall be determined
in accordance with Section 6.10 and Table 6.1, using Alternating Current. In addition, complete
joint penetration groove butt welds welded from one side without backing of bottom chord
members shall be examined by ultrasonic testing in accordance with Section 6.11.1.
5. Magnetic Particle Testing shall be performed on 100% of all attachment welds to the bottom
chord, using Alternating Current, in accordance with Section 6.10 and Table 6.1.
6. All Procedure Qualification Records and Welder Qualification Test Records shall be current
within three years of the date of beginning fabrication.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-39
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
All weathering steel shall be blast cleaned, Steel Structures Painting Council Surface Preparation No. 6 (SSPC-
SP6, Commercial Blast Cleaning), to remove mill scale and foreign material which would prohibit rusting to a
uniform color.
628.06 Field Construction. The substructure shall be constructed in accordance with the details shown in the
plans and the pedestrian bridge shop drawings. Before construction begins on the substructure, the Contractor
shall determine the anchor bolt requirements and substructure dimensions needed to properly erect the structure
which will be provided. The City of Fort Collins shall be provided with two copies of detail sheets delineating
these requirements before work begins.
METHOD OF MEASUREMENT
628.07 Pedestrian bridge will be measured by the complete Bridge Girder and Deck Unit installed and accepted.
BASIS OF PAYMENT
628.08 The accepted quantity shall be paid for at the contract unit price for the pay unit listed below. Payment
will be made under:
PAY ITEM PAY UNIT
Bridge Girder and Deck Unit EACH
Payment shall be full compensation for all work necessary to complete the item, which shall include design,
fabrication, transportation to the bridge site, and erection. The substructure shall be measured and paid for
separately, anchor bolts shall be included in Item 628. Payment will not be made for this item until all required
documentation has been submitted to the City of Fort Collins.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-40
REVISION OF SECTION 630
TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised for this project as follows:
Subsection 630.01 shall include the following:
All devices, signs, flagging and labor necessary for traffic control shall be included in the lump sum line item
“Traffic Control”.
Subsection 630.10(a) shall include the following:
The contractor shall create a method of handling traffic (MHT) which shall be submitted for approval by the City
of Fort Collins Traffic Operations Department. The submittal shall be made at least two weeks before
implementation of any element of the plan. Adjustments necessary as a result of a deficiency in the
CONTRACTOR’S proposed MHT will not be paid for but shall be provided at the CONTRACTOR’S expense,
unless otherwise approved for payment by the Engineer.
The components of the TCP for this project are include access for concrete trucks and cranes as well as traffic
control
BASIS OF PAYMENT
Subsection 630.16 shall be revised as follows:
The Contractor shall supply and pay all costs associated with the traffic control for this project.
PAY ITEM PAY UNIT
Traffic Control Lump Sum
Individual traffic control devices, labor required to erect and maintain traffic control in accordance with the
approved MHT’s, Traffic Control Supervisor, Traffic Control Management, and Traffic Control Inspection will
not be measured and paid for separately, but shall be included in the Traffic Control lump sum.
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-41
UTILITIES
The following Utilities are known to be within the project limits:
Utility/Agency Contact Person Phone Number
Xcel Energy (electricity) Doug Dalton (970) 395-1229
Platte River Power Authority Mike Dahl (970) 229-5303
COFC Water & Sewer Roger Buffington (970) 221-6854
COFC Stormwater Glen Schlueter (970) 224-6065
Comcast Communications Dennis Greenwalt (970) 484-7166
Century Link Terry Speer (970) 490-7500
The work described in these plans and specifications will require full coordination between the Contractor and the
Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the
utility work can be completed with minimum delays to all parties concerned. In accordance with the plans and
specifications, and as directed by the Engineer, the Contractor shall keep the utility company(s) advised of any
work being done to their facility, so that the utility company(s) can coordinate their inspections for final
acceptance of the work with the Engineer.
The Contractor shall be responsible for protecting, supporting, and if necessary, shoring existing utilities while
constructing the trail, pedestrian bridge, and associated work. The Contractor shall submit to the City and the
individual utility companies’ plans of how the utility lines will be supported and protected during construction.
NOTE: The Contractor shall be required to provide written notice to each utility company, with a copy to the
City, immediately prior to any utility work expected to be coordinated with construction.
The following utility work shall be performed by the Contractor:
Storm sewer system modifications
FEDERAL AID PROJECT NO. STE M455-105
CONSTRUCTION PROJECT CODE NO. 18399
SP-42
FORCE ACCOUNT ITEMS
DESCRIPTION
This special provision contains the City’s estimate for force account items included in the Contract. The
estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the
performance and payment bonds. Force Account work shall be performed as directed by the Engineer.
BASIS OF PAYMENT
Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all
work necessary to complete the item.
Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply
with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the
Contractor.
Force Account Item Estimated Quantity Amount
F/A Minor Contract Revision F.A. $25,000
F/A Erosion Control F.A. $5,000
F/A On the Job Training F.A. $320
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
2-SPAN (165'-5" / 100'-7
1
2" BRIDGE LENGTHS)
PREFABRICATED STEEL SUPERSTRUCTURE
OVER POUDRE RIVER.
10'-0" CLEAR, TRUSS-TO-TRUSS.
3'-6" HANDRAIL HEIGHT.
AASHTO, 5TH EDITION LRFD WITH CURRENT INTERIMS.
AASHTO GUIDE SPECIFICATIONS FOR PEDESTRIAN
STRUCTURES.
DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN.
SPAN 1 (EXISTING PREFABRICATED BRIDGE) DESIGN LOADING:
CONTROLLING CASE OF:
VEHICULAR LIVE LOAD: H-5 (10,000-LB MAINTENANCE
TRUCK)
PEDESTRIAN LIVE LOAD: 65 PSF
SPAN 2 DESIGN LOADING: CONTROLLING CASE OF:
VEHICULAR LIVE LOAD: H-5 (10,000-LB MAINTENANCE
TRUCK)
PEDESTRIAN LIVE LOAD: 90 PSF
REINFORCED CONCRETE:
CLASS D CONCRETE: f'c = 4,500 psi
REINFORCING STEEL: fy = 60,000 psi
CAISSON CONCRETE:
CLASS BZ CONCRETE: f'c = 4,000 psi
REINFORCING STEEL: fy = 60,000 psi
EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE
IN ACCORDANCE WITH M-206-2.
REFER TO PROJECT SPECIFICATIONS, SECTION 628, FOR STRUCTURAL STEEL
MATERIAL REQUIREMENTS.
ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS 1 FINAL FINISH TO ONE
FOOT BELOW THE GROUND LINE.
GRADE 60 REINFORCING STEEL IS REQUIRED.
ALL REINFORCING STEEL SHALL BE NON-EPOXY COATED UNLESS OTHERWISE NOTED.
E DENOTES EPOXY COATED REINFORCING STEEL.
THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR EPOXY COATED
REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE
SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED AT LESS THAN 6"
ON CENTER.
BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11
SPLICE LENGTH FOR 1'-3" 1'-6" 2'-0" 2'-8" 4'-6" 5'-8" 7'-3" 8'-11"
CLASS B CONCRETE
SPLICE LENGTH FOR 1'-3" 1'-6" 1'-10" 2'-2" 3'-8" 4'-8" 5'-11" 7'-3"
CLASS D CONCRETE
WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPOXY COATED REINFORCEMENT
FOR BLACK REINFORCING BARS, THE MINIMUM LAP SPLICE SHALL BE AS DESCRIBED
ABOVE.
THE FOLLOWING TABLE GIVES THE MINIMUM LAP SPLICE LENGTH FOR BLACK
REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06. THESE
SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS SPACED AT LESS THAN 6"
ON CENTER.
BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11
SPLICE LENGTH FOR 1'-0" 1'-4" 1'-8" 2'-3" 3'-0" 3'-10" 4'-10" 5'-11"
CLASS B CONCRETE
SPLICE LENGTH FOR 1'-0" 1'-4" 1'-7" 1'-10" 2'-5" 3'-1" 3'-11" 4'-10"
CLASS D CONCRETE
THE ABOVE SPLICE LENGTHS SHALL BE INCREASED BY 20 PERCENT FOR 3 BAR
PREFABRICATED TRUSS
PEDESTRIAN BRIDGE
(RELOCATED)
(165'-5" END-TO-END)
164'-5" C BRG. TO C BRG.
268'-2 1/2" BF ABUT. TO BF ABUT.
1'-0"
1'-6"
1'-0"
1'-6"
EL. 4938.00
7+00
EST. 100-YEAR WATER
SURFACE EL = 4935+/-
LOW CHORD
30" BELOW DECK
APPROX. EXISTING
GRADE @ TRAIL ȭ
DECK FIN. GRADE EL. 4938.92
PREFABRICATED TRUSS
PEDESTRIAN BRIDGE
(100'-7 1/2" END-TO-END)
99'-7 1/2" C BRG. TO C BRG.
6+50 7+50 8+00 8+50 9+00
TRAIL FIN. GRADE
C BRG. ABUT. 1
C BRG. ABUT. 3
C PIER 2
EL. 4938.00
L
L L
L
L L
L
48" DIAM. COLUMN
24" DIAM. CAISSON (TYP) 54" DIAM. CAISSON
7"
7"
24" DIAM. CAISSON
B.F. ABUT. 1 F.F. ABUT. 1 F.F. ABUT. 3 B.F. ABUT. 3
(C AH. BRG. TO
C PIER)
L
L
L
L
(C BK. BRG. TO
C PIER)
E
E F F LOW CHORD
12" BELOW DECK
STREAMBED
RIPRAP
STREAMBED
STREAMBED RIPRAP
RIPRAP
REMOVE AND PATCH
EXISTING DECK AT
SPLICE JOINT LOCATION
2.00% 0.00%
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
3" CLR
#5 HOOPS W/1'-0"
MIN. LAP @ 12"
54" DIAM.
CAISSON
(23) - #9 EQUALLY
SPACED
3" CLR
24" DIAM.
CAISSON
(10) - #9 EQUALLY
SPACED
#4 HOOPS W/1'-0"
MIN. LAP @ 12"
$%87
TIP OF
CAISSON
3" CLR
TOP OF
BEDROCK
#4 x @ 12"
TOP OF
CAISSON
(10) - #9
ROTATE HOOKS AS REQ'D. TO
CLEAR CAISSON CAP
REINFORCING BARS
3" CLR
#4 x @ 6"
20'-6" ABUT 1 (MIN) 2'-4"
4'-0"
19'-1" ABUT 3 (MIN)
$%87
1'-6" +/- 4'-0"
TIP OF
CAISSON
3" CLR
TOP OF
BEDROCK
#5 x @ 12"
TOP OF
CAISSON
(23) - #9
3" CLR
#5 x @ 6"
23'-6" (MIN)
4'-0"
PIER COLUMN REINFORCING
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
CAISSON LAYOUT
24" DIAM. CAISSON DETAIL
REFER TO THE GEOTECHNICAL REPORT FOR GROUND WATER
AND POTENTIAL CAVING SOIL CONDITIONS. THE CONTRACTOR
SHOULD BE PREPARED TO DE-WATER DRILLED CAISSONS AND
TO CONSTRUCT CAISSONS WITH TEMPORARY STEEL CASING IN
ORDER TO MAINTAIN A STABLE OPEN EXCAVATION.
DRILLED CAISSONS ARE INTENDED TO BE FOUNDED INTO.
6'-8"
17'-10"
2'-0"
1'-0" 1'-6"
9"
1'-4" 6'-8" 1'-4"
17'-10"
2'-0"
1'-0" 1'-9"
1'-9" 1'-0"
CAISSON CAP (TYP)
WINGWALL (TYP)
C L ANCHOR BOLT (TYP)
24" DIAM. CAISSON
(TYP. OF 7)
C TRAIL, HCL
& ABUT.
L
1'-3" 4'-9 1/2" 4'-9 1/2" 1'-3"
150
C L BRG
150
C BRG.
STA. 6+50.13
L
WEEP HOLE
(TYP. OF 2)
C L CAISSON
2"
4938.00
4935.00
4929.00
4926.50
24" DIAM.
CAISSON
CAP (TYP)
TOP OF
CAISSON
CAP
BEARING
SEAT
TOP OF
BACK WALL
6'-8"
C TRAIL, HCL
& ABUT.
L
17'-2 1/8" 1'-4" 6'-8" 1'-4" 17'-2 1/8"
4931.00
2"Ⱦ WEEP HOLE
(TYP. OF 2)
4933.00
CONCRETE CLASS D
CONCRETE CLASS BZ
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
EL. 4938.00
2" CLR.
(TYP.)
3" CLR.
1 1/4" DIAM. x 24" ANCHOR
BOLTS W/ (2) NUTS AND
(1) WASHER.
PROJ. 7"
FIN. GRADE. REFER TO
RIPRAP DETAILS
1'-0" 9" 9"
C BRG.
L
2'-6" 6'-0" 3'-0"
EL. 4935.00
EL. 4929.00
EL. 4926.50
24" DIAM.
CAISSON
#6 E x @ 6"
5"
5'-6"
#5 x @ 12"
2'-1"
2'-0"
#5 E (6 TOT.) LOCATE AS SHOWN
#5 @ 12" E.F.
#5 @ 12" E.F.
(4) - #9 (TOP)
(2) - #9 E.F.
(4) - #9 (BOT.)
#5 STIRRUPS
@ 12"
2 1/8"x8"x12"
ELASTOMERIC
BEARING PAD
W/(4) 1/8" STEEL
SHIMS (TYP.)
EXP. GAP VARIES
TOP OF DECK
2'-6"
1'-0"
TRAIL PAVEMENT
1'-0"
6"
L6x3x3/8" W/ 1/2" DIAM.
H.A.S. @ 18" (TYP.)
PL 3/8"x8"x10'-2"
WELD TO L3x3x3/8
L3x3x3/8 W/ 1/2" DIAM.
H.A.S. @ 18" (TYP.)
OPTIONAL CONSTR. JT.
ROUGHEN SURFACE
C L CAISSON
2"
6" VOID
FORM
2" POURED JOINT
FILLER
1/2" EXPANSION JOINT
9" 6'-8" 6'-8" 9"
1'-6"
9"
1'-0" 6"
6"
6"
RAMP WALL (TYP)
24" DIAMETER
CAISSON (TYP. OF 3)
CAISSON CAP
(BELOW)
C L BRG.
CAISSON CAP
C L ANCHOR BOLT (TYP)
C L BRG.
STA. 9+18.33
C TRAIL, HCL
& ABUT.
L
C L CAISSON
2"
BEARING
SEAT
TOP OF
CAISSON
CAP
24" DIAM.
CAISSON
CAP (TYP)
9" 6'-8" 6'-8" 9"
TOP OF
BACK WALL
C TRAIL, HCL
& ABUT.
L
4938.92
4935.92
4929.92
4927.42
CONCRETE CLASS D
CONCRETE CLASS BZ
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
EL. 4938.92
2" CLR.
(TYP.)
3" CLR.
1 1/4" DIAM. x 24" ANCHOR
BOLTS W/ (2) NUTS AND
(1) WASHER.
PROJ. 7".
FIN. GRADE. REFER TO
RIPRAP DETAILS.
1'-0" 9" 9"
C L BRG.
2'-6" 6'-0" 3'-0"
EL. 4935.92
EL. 4929.92
EL. 4927.42
24" DIAM. CAISSON
#5 @ 12" E.F.
#5 @ 12" E.F.
RAMP WALL
FOOTING
(2) - # 9 E.F.
1/2" EXP. JOINT
MATERIAL
(4) - #9 (TOP)
(4) - #9 (BOT.)
#5 STIRRUPS @ 12"
1'-6"
TOP OF DECK
L6x3x3/8" W/ 1/2" DIAM.
H.A.S. @ 18" (TYP)
PL 3/8"x8"x10'-2"
WELD TO L3x3x3/8
L3x3x3/8 W/ 1/2" DIAM.
H.A.S. @ 18" (TYP)
#5 x @ 12"
2'-1"
2'-0"
#5 E (6 TOT.) LOCATE AS SHOWN
5"
#6 E x @ 6"
5'-6"
1'-0"
1'-0"
TRAIL PAVEMENT
OPTIONAL CONSTR. JT.
ROUGHEN SURFACE.
C L CAISSON
2"
6" VOID
FORM
2" POURED JOINT
FILLER
1/2" EXPANSION JOINT
MATERIAL
2 1/8"x8"x12" ELASTOMERIC
BEARING PAD W/(4) 1/8" STEEL
SHIMS (TYP.)
RAMP
WALL
7'-0"
1'-3" 4'-9 1/2" 4'-9 1/2" 1'-3"
7'-0"
2'-3"
7"
7"
7'-0" 7'-0"
(5) - #4 E.F.
@ 7 1/2"
3' - 0" +/-
#5 HOOPS @ 12"
48" DIAM. COLUMN
(18) - #9
EMBED 6'-0"
INTO CAISSON
54" DIAM.
CAISSON
4935.00
4925.00
C L TRAIL & HCL
(8) - #8 @ 7"
5'-0"
5'-4"
5'-4"
RIPRAP
(TYP.)
CONCRETE CLASS D
CONCRETE CLASS BZ
(3) - #5 x (TYP.)
VARIES
1 1/4" DIAM. x 24"
ANCHOR BOLT (TYP)
PROJ. 7"
#6 STIRRUPS
@ 8"
(8) - #8 (BOT.)
(5) - #4 E.F.
(8) - #8 (TOP)
4'-6"
1'-8" 7" 7" 1'-8"
C L PIER
C L BK. BRG.
C L AH. BRG.
6" 2'-6"
1'-6" 1'-6"
TOP OF DECK
1"
1"
L3x3x3/8 W/ 1/2" DIAM.
H.A.S. @ 18" (TYP)
TRUSS BOT.
CHORD (TYP)
2 1/8"x8"x12"
ELASTOMERIC
BEARING PAD
W/(4) 1/8" STEEL
SHIMS (TYP.)
1'-8"
1'-8"
2" CLR
BID SET SUBMITTAL
Civil and Structural Engineering
SOUTH APPROACH RAMP PLAN San Engineering LLC
1. FOUNDATION DESIGN PARAMETERS:
ALLOWABLE BEARING PRESSURE: 3,000 PSF
COEFFICIENT OF FRICTION: 0.4
EQUIVALENT FLUID PRESSURE: 55 PCF
2. FOOTINGS SHALL BE CONSTRUCTED WITH A SEPARATION
TO BEDROCK OF 3'-0" MINIMUM.
3. FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL
SOILS OR PROPERLY COMPACTED FILL IN ACCORDANCE
WITH RECOMMENDATIONS IN "FILL PLACEMENT" SECTION
OF GEOTECHNICAL REPORT.
4. GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADES
FOR ADEQUACY PRIOR TO PLACEMENT OF FOOTINGS.
5. REFER TO GEOTECHNICAL REPORT NO. FC05838-125 BY
CTL THOMPSON FOR ADDITIONAL CONSTRUCTION
REQUIREMENTS RELATED TO SUBGRADE PREPARATION,
PLACEMENT AND DEWATERING.
FIN. GRADE.
REFER TO
RIPRAP DETAILS.
2" CLR (TYP)
C L TRAIL & HCL
CONCRETE
TRAIL
PAVEMENT
1/2" EXP. JOINT
MATERIAL (TYP)
#4 E @ 12" (TYP)
#4 E @ 12" E.F.
#5 @ 6" (TYP)
#4 @ 12" TOP & #5 @ 6"
BOT.
VARIES
1'-0" 1'-0" 5'-0" 5'-0" 1'-0" 1'-0"
3" CLR
(TYP)
2" CLR
(TYP)
#5 @ 12"
4" DIAM. DRAIN
HOLE @ 16' - 0"
MAX (TYP)
6" +/-
(TYP)
GEOCOMPOSITE
DRAIN (TYP)
2'-6"
HANDRAIL
(TYP)
1'-3"
2'-0"
STRUCTURE
BACKFLL CLASS 1
6'-0"
STRUCTURE BACKFILL CLASS 1
OR COMPACTED CLASS 2
2'-0"
STRUCTURE
BACKFLL CLASS 1
3/4" FORMED V-GROOVE
(BOTH SIDES). GROOVE SHALL
EXTEND OVER TOP OF WALL.
CONTINUOUS
REINFORCING
NOTE: SPACE @ 8'-0" O.C. AND
ALIGN WITH DRAIN HOLES.
6" WATERSTOP
1/2" EXP. JT. MATL.
(NAIL IN PLACE)
3/4" CHAMFER
(EACH FACE)
6"
4"
NOTE: RE. PLAN FOR
LOCATIONS
C L TRAIL & HCL CONCRETE
TRAIL
1
4
1
4
1
4
1
4
1
4
1
4
21
2"
21
2"
3
4 "DIAM. x 8" (MIN.) A307
BOLTS
21
2"
5
1
2"
MIN.
3
16
7
8" DIAM.
HOLE,
TYP.
11
2" PL
3
8 x8x8
15
16" DIAM. HOLE,
TYP.
BAR 1
2" DIAM. x 8"
BAR 3
8 x2x7
1
4"
BAR 13
4" DIAM. x 9"
PIN
3
4" DIAM. STD. PIPE (PICKETS), EQ.
SPA. AT 61
2" MIN. TO 7" MAX.,
TYP.
HSS 3 1/2 x 3 1/2
x 5/16 POST
TYP.
TACK WELD IN THREE
PLACES, TYP.
1" GROUT PAD
POST
8
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
RIPRAP PLAN
1 1
7
1
4 5 6
3 4 2
TYP.
C WALL
C POST
C RAILING
L
L
L
EDGE OF
CONCRETE
TYP.
C WALL
C POST
C RAILING
L
L
L
TYP.
PICKET (PASS
THROUGH RAIL)
BOTTOM RAIL
PICKET (PROJ.
1" MIN. IN RAIL)
TOP OF RAIL
POST
RAIL
2"
MIN.
1" MIN.
5" MAX.
BOLTED POST
CONNECTION
(SEE DETAIL
THIS SHEET)
DETAIL 3
TOP OF WALL
BOTTOM OF
PICKET PROFILE
DETAIL 1 DETAIL 2
2" DIAM. X-STRONG
BOTTOM RAIL. (LEVEL)
END
OF
WALL
2" DIAM. X-STRONG
TOP RAIL
(LEVEL)
C POST,
TYP.
L 10'-0" MAX.
6"
6
2
1
2"
21
2"
1
2
3
4
5
6
7
8
2"
1 1/2" DIAM. X-STRONG PIPE
8" 2" 8"
2" DIAM. X-STRONG RAIL (TYP).
TUBE ENDS SHALL BE GROUND
SMOOTH.
C L SPLICE
NOTE: SPACE EXPANSION JOINTS AT 40'-0" MAX. BID SET SUBMITTAL
Civil and Structural Engineering
(PLACE AT WALL EXPANSION JOINT) San Engineering LLC
PAVEMENT
1/2" EXP. JOINT
MATERIAL (TYP)
#4 E @ 12" E.F.
#4 @ 12" #4 @ 12" (TYP)
#4 @ 12" TOP &
BOT.
6" 1'-0" 5'-0" 5'-0" 1'-0" 6"
3" CLR
(TYP)
2" CLR
(TYP)
#4 @ 12"
6" +/-
(TYP)
FIN. GRADE.
REFER TO
RIPRAP DETAILS.
1'-0" VARIES
GEOCOMPOSITE
DRAIN (TYP)
2" CLR (TYP)
#4 E @ 12" (TYP)
1'-6"
4" DIAM. DRAIN
HOLE @ 16' - 0"
MAX (TYP)
HANDRAIL
(TYP)
2'-0"
STRUCTURE
BACKFLL CLASS 1
6'-0"
STRUCTURE BACKFILL CLASS 1
OR COMPACTED CLASS 2
2'-0"
STRUCTURE
BACKFLL CLASS 1
STEM AS
CONSTRUCTED
LAYOUT LINE T.O.
TRAIL
H
STEM IN FINAL
DEFLECTED
POSITION
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
#5 HOOPS W/1'-0"
MIN. LAP @ 12"
48" DIAM. PIER
COLUMN
(18) - #9 EQUALLY
SPACED
C L PIER & COLUMN
C L PIER & COLUMN
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
PL1/4"x6"x9'-10"
BEVEL EDGES.
WELD TO ONE
L3x3x3/8
#5 @ 12" E.F.
1'-4"
6" 6"
6"
3'-0"
C L BRG.
(2) - #5
#5 @ 12" E.F.
#5 x @ 12"
11"
2'-2"
1'-6"
1/2" EXPANSION
JOINT MATERIAL
1'-4"
#5 E @ 12"
3'-0"
6" 1'-3" 9" 6"
C L BRG.
3"
6"
9"
(2) - #5 E
#6 E @ 6" (TYP)
#5 E (6 TOT.)
RAMP
WALL
1/2" EXPANSION
JOINT MATERIAL
#5 E x @ 12"
11"
2'-2"
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
1. VERIFY BACKWALL HEIGHT WITH BRIDGE MANUFACTURER
AND COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS
PRIOR TO ABUTMENT CONSTRUCTION.
2. VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER AND
COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS PRIOR
TO ABUTMENT CONSTRUCTION.
3. ALL REINFORCING SHALL HAVE A 2" CLEAR COVER EXCEPT
AS NOTED.
4. DO NOT BACKFILL UNTIL BRIDGE SUPERSTRUCTURE IS IN PLACE.
5. THE BRIDGE MANUFACTURER MAY PROVIDE AN ALTERNATE
EXPANSION JOINT AND COVER PLATE DESIGN FOR THE
ENGINEER'S APPROVAL.
MATERIAL
2" CLR.
(TYP.)
3" CLR.
1'-0" 1'-9"
2'-6" VARIES
EL. VARIES
EL. 4929.00
EL. 4926.50
FIN. GRADE
REFER TO
RIPRAP DETAILS
24" DIAM.
CAISSON
#5 E @ 12"
#5 E @ 12"
E.F.
#5 E
@ 6"
(4) - #9 (TOP)
(4) - #9 (BOT.) (2) - #9 E.F.
#5 STIRRUPS
@ 12"
FIN. GRADE
6" VOID
FORM
4" DIAM. DRAIN
HOLE @ 16'-0" MAX
1'-6"
GEOCOMPOSITE
DRAIN (TYP.)
9"
C L BRG.
#5 E @ 12" E.F.
#5 E @ 12" (TYP)
#5 E @ 6" (TYP)
#5 E (6 TOT.)
#6 E @ 6"
#5 E x @ 12"
9"
1'-0"
2'-6"
1'-4"
2'-0"
2'-1"
1'-0"
1. VERIFY BACKWALL HEIGHT WITH BRIDGE MANUFACTURER AND
COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS PRIOR
TO ABUTMENT CONSTRUCTION.
2. VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER AND
COORDINATE WITH MANUFACTURER'S SHOP DRAWINGS PRIOR
TO ABUTMENT CONSTRUCTION.
3. ALL REINFORCING SHALL HAVE A 2" CLEAR COVER EXCEPT
AS NOTED.
4. DO NOT BACKFILL UNTIL BRIDGE SUPERSTRUCTURE IS IN PLACE.
5. THE BRIDGE MANUFACTURER MAY PROVIDE AN ALTERNATE
EXPANSION JOINT AND COVER PLATE DESIGN FOR THE
ENGINEER'S APPROVAL.
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
COMPETENT BEDROCK. THE GEOTECHNICAL ENGINEER OR HIS
REPRESENTATIVE SHALL BE PRESENT TO OBSERVE DRILLING
AND TO DETERMINE THE SUITABLILITY OF THE BEDROCK FOR
THE ENTIRE PENETRATION OF THE CAISSON. IF WEATHERED
BEDROCK IS ENCOUNTERED AT THE PLANNED CAISSON TIP
ELEVATION, THE HOLE SHALL BE EXTENDED THROUGH THE
WEATHERED LAYERS TO COMPETENT BEDROCK AND TO THE
MINIMUM PENETRATION SHOWN ON THE PLANS.
BEDROCK PENETRATION IS MEASURED FROM THE BOTTOM OF
THE CASING OR THE TOP OF COMPETENT BEDROCK,
WHICHEVER IS THE LOWER ELEVATION. THE TOP OF THE
BEDROCK ELEVATION SHALL BE VERIFIED AT THE TIME OF
CONSTRUCTION BY THE GEOTECHNICAL ENGINEER.
ENSURE CAISSON VERTICAL REINFORCING BAR LAP SPLICES
ARE NOT PLACED IN THE UPPER 10 FEET OF THE CAISSON.
CONCRETE SHOULD BE PLACED IN THE CAISSON AS SOON AS
POSSIBLE AFTER DRILLING AND MUST BE PLACED THE SAME
DAY THE CAISSON IS DRILLED UNLESS SPECIAL PERMISSION IS
GRANTED BY THE ENGINEER.
THE MAXIMUM PERMISSIBLE VARIATION OF THE CENTER AXIS
OF ANY DRILLED CAISSON AT THE TOP FROM ITS PLANNED
LOCATION SHALL BE 3 INCHES.
7. HOLD REINFORCING STEEL ADEQUATELY IN FINAL POSITION
DURING PLACEMENT OF CONCRETE AROUND BARS.
8. CAISSON CONCRETE SHALL BE CLASS BZ.
CAISSON NOTES
54" DIAM. CAISSON DETAIL
54" DIAM. CAISSON SECTION
24" DIAM. CAISSON SECTION
CAISSON DATA
LOCATION TOP OF CAISSON
ELEVATION
MIN TIP
ELEVATION
EST. CAISSON
LENGTH (FT)
EST. UNWEATHERED
BEDROCK ELEVATION
MAX. FACTORED
LOAD (TONS)
ABUT 1
PIER 2
ABUT 3
4926.50
4925.00
4927.42
4901.50
4900.00
4902.42
25.0
25.0
25.0
4922.00
4923.50
4921.50
65
276
50
BID SET SUBMITTAL
Civil and Structural Engineering
San Engineering LLC
PLAN
SECTION
1. ELEVATIONS LISTED ARE TAKEN AT HCL AND FINISHED GRADE.
2. CHANNEL PROFILE SHOWN IS APPROXIMATE.
3. REFER TO TRAIL PLAN AND PROFILE SHEET FOR VERTICAL
CURVE INFORMATION.
BRIDGE SECTION NOTES:
(TAKEN ALONG HCL AND FINISHED
GRADE ELEVATION)
REFER TO TRAIL CENTERLINE
CONTROL PLAN SHEET.
CURVE DATA
BUNDLES AND 33 PERCENT FOR 4 BAR BUNDLES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE
DURING CONSTRUCTION.
E.F. = EACH FACE
F.F. = FAR FACE
N.F. = NEAR FACE
STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE
CALCULATED FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL
DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY
MATERIAL. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND
LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR
ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN
DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS
MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL
CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 OR
1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR
TO ANY EXCAVATION OR OTHER EARTHWORK.
N.T.S.
B01 GENERAL INFORMATION-SUMMARY OF QUANTITIES 26
B02 GENERAL LAYOUT 27
B03 TYPICAL SECTIONS 28
B04 GEOLOGY SHEET (1 OF 2) 29
B05 GEOLOGY SHEET (2 OF 2) 30
B06 FOUNDATION LAYOUT & DETAILS 31
B07 ABUTMENT 1 PLAN & ELEVATION 32
B08 ABUTMENT 1 DETAILS 33
B09 ABUTMENT 3 PLAN & ELEVATION 34
B10 ABUTMENT 3 DETAILS 35
B11 PIER 2 PLAN, ELEVATON AND DETAILS 36
B12 SOUTH APPROACH RAMP PLAN 37
B13 SOUTH APPROACH RAMP DETAILS 38
B14 HANDRAIL DETAILS 39
B15 EARTH WORK AND RIPRAP DETAILS 40
GENERAL NOTES INDEX OF DRAWINGS
VICINITY MAP
BRIDGE DESCRIPTION
DESIGN DATA
BRIDGE LOCATION
LEMAY AVENUE
SUBSET SHEET DESCRIPTION SHEET
POUDRE RIVER
SUMMARY OF QUANTITIES
ITEM DESCRIPTION UNIT SUPERSTRUCTURE ABUTMENT 1 PIER 2 ABUTMENT 3 TOTAL
210 RESET STRUCTURE (EXISTNG 165' BRIDGE) EA 1 1
206 STRUCTURE EXCAVATION CY 141 308 449
206 STRUCTURE BACKFILL (CLASS 1) CY 119 14 147 280
503 DRILLED CAISSON (24 INCH) LF 175 75 250
503 DRILLED CAISSON (54 INCH) LF 25 25
514 PEDESTRIAN RAILING (STEEL) LF 200 200
601 CONCRETE CLASS D CY 19 34 11 134 198
602 REINFORCING STEEL LB 3530 2230 5802 11562
602 REINFORCING STEEL (EPOXY COATED) LB
628 BRIDGE GIRDER AND DECK UNIT (NEW 100' BRIDGE) EA 1 1
2573 2252 5028 9853