HomeMy WebLinkAboutBID - 7268 LINDEN STREET BRIDGE REPAIRSCityOT
Financial Services
Fort
Divisiod
PC
215 N. Mason St. 2" Floor
Collins
Box 580
PO Box 580
Fort Collins, CO 80522
970.221.6775
Purchasing
970.221.6707
fcgov. corn/purchasing
INVITATION TO BID
7268 LINDEN STREET BRIDGE REPAIRS
BID OPENING: 3:00 P.M. (our clock), August 24, 2011
The City of Fort Collins is requesting bids from firms for partial removal of existing sidewalk on the
bridge, replacement sidewalk, partial removal of deck, deck repair and waterproofing membrane.
Sealed bids will be received and publicly opened at the office of the Directorof Purchasing and Risk
Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the
time and date noted on the bid proposal and/or contract documents. If delivered, they are to be
sent to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado 80524. If mailed, the address is
P.O. Box 580, Fort Collins, 80522-0580.
Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), August 24,
2011.
Questions concerning the scope of the bid should be directed to Project Manager, Jin Wang at
(970) 416-2292 or jwang@fcgov.com.
Questions regarding bid submittal or process should be directed to John Stephen, CPPO, LEED
AP, Senior Buyer at (970) 221-6777 or Istephen(a)fcgov.com.
A pre -bid conference will be held on August 11, 2011 at 2:00 p.m. our clock in the Training
Room (Conference Room 2E) located on the 2nd floor at 215 N. Mason Street, Fort Collins.
A copy of the Bid may be obtained as follows:
Download the Bid from the Purchasing Webpage, Current Bids page, at:
http://fcgov.com/eprocurement
2. Come by Purchasing at 215 North Mason St., 2nd floor, Fort Collins, and request a
copy of the Bid.
Special Instructions
All bids must be properly signed by an authorized representative of the company with the legal
capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour set
for closing. Once bids have been accepted by the City and closing has occurred, failure to enter
into contract or honor the purchase order will be cause for removal of supplier's name from the City
of Fort Collins' bidders list for a period of twelve months from the date of the opening. The City may
also pursue any remedies available at law or in equity. Bid prices must be held firm for a period of
forty-five (45) days after bid openings.
Submission of a bid is deemed as acceptance of all terms, conditions and specifications contained
in the City's specifications initially provided to the bidder. Any proposed modification must be
accepted in writing by the City prior to award of the bid.
7268 Linden Street Bridge Replacement Page 1 of 37
et. seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
1. Service Provider does not knowingly employ or contract with an illegal
alien who will perform work under this Agreement; and
2. Service Provider will participate in either the e-Verify program created in
Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress,
as amended, administered by the United States Department of Homeland Security (the "e-Verify
Program") or the Department Program (the "Department Program"), an employment verification
program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the
employment eligibility of all newly hired employees to perform work under this Agreement.
b. Service Provider shall not knowingly employ or contract with an illegal alien to
perform work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this Agreement.
c. Service Provider is prohibited from using the e-Verify Program or Department
Program procedures to undertake pre -employment screening of job applicants while this Agreement
is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall:
1. Notify such subcontractor and the City within three days that Service Provider
has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and
2. Terminate the subcontract with the subcontractor if within three days of
receiving the notice required pursuant to this section the subcontractor does not cease employing
or contracting with the illegal alien; except that Service Provider shall not terminate the contract with
the subcontractor if during such three days the subcontractor provides information to establish that
the subcontractor has not knowingly employed or contracted with an illegal alien.
e. Service Provider shall comply with any reasonable request by the Colorado
7268 Linden Street Bridge Replacement Page 10 of 37
Department of Labor and Employment (the "Department") made in the course of an investigation
that the Department undertakes or is undertaking pursuant to the authority established in
Subsection 8-17.5-102 (5), C.R.S.
f. If Service Provider violates any provision of this Agreement pertaining to the duties
imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this
Agreement is so terminated, Service Provider shall be liable for actual and consequential damages
to the City arising out of Service Provider's violation of Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider violates
this provision of this Agreement and the City terminates the Agreement for such breach.
20. Special Provisions. [Optional] Special provisions or conditions relating to the
services to be performed pursuant to this Agreement are set forth in Exhibit "11
consisting of ( ) pages, attached hereto and incorporated herein by this
reference.
7268 Linden Street Bridge Replacement Page 11 of 37
ATTEST:
City Clerk
APPROVED AS TO FORM:
Assistant City Attorney
CITY OF FORT COLLINS, COLORADO
a municipal corporation
By:
James B. O'Neill II, CPPO, FNIGP
Director of Purchasing and Risk Management
Date:
By:
PRINT NAME
CORPORATE PRESIDENT OR VICE PRESIDENT
Date:
ATTEST: (Corporate Seal)
CORPORATE SECRETARY
7268 Linden Street Bridge Replacement Page 12 of 37
EXHIBIT " "
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work under this
bid, the Service Provider shall furnish the City with certificates of insurance showing the type,
amount, class of operations covered, effective dates and date of expiration of policies, and
containing substantially the following statement:
"The insurance evidenced by this Certificate will not be cancelled or materially altered,
except after ten (10) days written notice has been received by the City of Fort Collins."
In case of the breach of any provision of the Insurance Requirements, the City, at its option, may
take out and maintain, at the expense of the Service Provider, such insurance as the City may
deem proper and may deduct the cost of such insurance from any monies which may be due or
become due the Service Provider under this Agreement. The City, its officers, agents and
employees shall be named as additional insureds on the Service Provider's general liability and
automobile liability insurance policies for any claims arising out of work performed under this
Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain
during the life of this Agreement for all of the Service Provider's employees engaged in work
performed under this agreement:
Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident, $500,000
disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain during
the life of this Agreement such commercial general liability and automobile liability insurance
as will provide coverage for damage claims of personal injury, including accidental death, as
well as for claims for property damage, which may arise directly or indirectly from the
performance of work under this Agreement. Coverage for property damage shall be on a
"broad form" basis. The amount of insurance for each coverage, Commercial General and
Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property
damage.
In the event any work is performed by a subcontractor, the Service Provider shall be
responsible for any liability directly or indirectly arising out of the work performed under this
Agreement by a subcontractor, which liability is not covered by the subcontractor's
insurance.
7268 Linden Street Bridge Replacement Page 13 of 37
a
01 existing concrete deck
'`S
b
2
V� A
Mays retlu If to actual concrete cover
Sound concrete . Ins than shall
except o minimum of K'
is concrete shall be ing steel,
B contact
Is made with reinforcing steel.
Q Girder (Web)
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 1)
Sound
r, Girder (Web)
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2A)
Sound
€ Girder (wee)
CITY OF FORT COLLINS, COLORADO
ENGINEERING DEPT. — CAPITAL PROJECTS
PLAN AND SPECIFICATIONS
Removal'
Class 3
class 3 removal shall be lull depth from the limits of Glass 1 removal.
Class 3A removal shall be lull depth from the limits of Class 2A or
Sound concrete
Close 2B removal. Class 3A removal shall be performed when
designated by the Enggin where unsound concrete is located Wow
the limits of Class 2A or 1B removal.
i Girder (Web)
REMOVAL
OF PORTIONS OF PRESENT STRUCTURE (CLASS 3 & 3A)
GENERAL NOTES:
All moterlol, workmanship, and construction of public improvements shall meet af exceed
the standards and specifications set forth in Colorado Department of Transportation Standard
Specifications fairRoad and Bride Construction 2011, Lorumer County Urban Area Street
Standards and applicable State d Federal Regulations. or any applicable standards. The
most restrictive standard sholl apply. All work shall be inspected and approved by the City
of For Collins.
All work shall be completed in twenty-one calendar days from Notice to Proceed. except
W'E�gxn..r
for waterproofing membrane. Waterproofing membrane shall be installed in one dayon the day
ary longitudinal rein1.
of not mix asphalt oovinqdesignated
by the
Materiols for all Classes of Concrete (Patching) shall be BASF 10-61 Rapid Mortar or approved
equivalent.
DETAIL A
shoe be completed in two phases. Phase one shall hove two way traffic and phase two
Prybe
she" De Di -dire( lion0l.
For class 2A, use when the vertical exposure
of the primary l0njilu0inal reinforcement is
more then one hall the bar diameW. Fair
Class 28 use thin detail as a minvnum.
NOTES,
Removal operations shall be coordinated with the Engineer and performed in a manner as
required to insure the structural integrity of the bridge.
Core shall be taken in removing concrete from around structural steel elements and reinforcing
steel to prevent damage to the steel.
These details reflect the scope and the nature of the work. They are not intended to represent
the actual structure.
The applicable Classes of removal shall be as designated by this sheet.
If class 3 or 3A removal is performed immediately adjacent to. and on both sides of a girder
simultaneously within the middle half of a span, that g4der shall be chafed from the ground
at the third points of that span.
If class 2A, 2B, 3, Or 3A removal is performed on both sides of 0 girder simultonewsly within
the quarter of a span an either side of the pier, that girder shall be shored at the third point
each aide of that pier. This note is not intended to require sharing far -pothole type repairs
al limited extent where at least one half of the longitudinal deck reinforcing is anchored an
both side Of the removal area.
BY. jcR nwww BY. ❑ raw 4M M.
xlw� �I • fair ca's—cIW
>/Is/11 ❑ xc-.x1
LINDEN STREET BRIDGE REPAIRS I I
af
7268 L111den Street Bridge Replacement Pep. 14 of 37
2009 INSPECTION REPORT
Highway Number (ON) 5D: 5051 U
Colorado Department of Transportation
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.100 mi
Bridge Key: FCLIND-0.I-WLLW
Inspection Date: 5/1612009
Sufficiency Rating: 96.4 Not Eli
Fl
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status Al:
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onNn 42A/B:
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rid e Cost 94
.
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B _ , :—
oe a Oost 95:'
W "
Place Code 4:
. 425 -
r McUDes n 44A/B:
r0 ly —
otel Cost 9fi: "
FORT COLLINS�
aln S ansUnit 46:
2
ear of Cost Estimate 97:
r—
I
t0. ONUnder 5A
�—
roach S ans 48:
rdr BrclCode/'% 98A/B:
17—
i A Prefix 5B:
�^ - oriz
Clr 47:
38.3 k
order Brid a Number 99
evel of Service SC:
I1
ax S an 48:
I100:D.k
efense H1 In 100:
.......
Irectlonai S'Z 5E:
Ip lr
Length 49:.
204.7 k
re 101:
.
IN
eature Intersected 8:-
0k 0
r/ —�
f9c 102
�—
Cache La Poudre River
3 k
amcture 1
E
acillly Carded 7:
5_ 3�
104:
"LindenStreet_
jWUndmir150:1
10,710.1 sq. k
105:
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9 99
ear Reconstructed 10fi
N°W.
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eadn Sudece 108A
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embrane 106B;
12.
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In
Lat Undrelr 1102,m SS11 .0 ft
,...
Feck Protection 108C:
is
_7 MINE of Willow St
In
Lat UnEn drelrL fifi: r
ruck ADT 109:
ez Cir 10:
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58: I—�'—
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er 69:
.
V —
ier Protection 111:
BIS Length 112:
tour Cdlical 113:
L
iJ
rssubRout Noll 3B:
atitudo 16:
35' 28_'_
,
WWFIajt�jnr
� ry
tour Watch 113M:
�105d
04'19"
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uture ADT 114:
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ear of Future ADT 11�
_958
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nv
Rtn Method 85:
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131
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1.0 ml s
NFIII Thick86T:
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ns ecllon Indic 122A:
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roll Faclii 20f
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unctional Class 26:
17 - oslin
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ear, Built 27:
lggq eteiwa
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[8.
rd Rail T elNbd 125A/B
S r—
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2
roach Alignment 72: �
osiln Trucks 129AIB/C
�
anes'Under 288:
,609 ork
of Work 75A: ]--
Done B 758: r--
hRatin Date 130:
Ical E ul 133:
1/15/1997
—�
OT 29:
ear of ADT 30:
007 en
th of I rovment 76 0.0
art Clr N/E 134ZB/C
1C 9.99 0.00
ea n Load 31:
- ns
Teflmm
'.Indicator 90B Lonco
r-
art CIrS/W 135;G/
I g9.99 00
.- .. . ,..
rR Width 32:.
6.O ft ns
actor Name.90C: DIETRICKB
ertical Clr Date:
��
edian 33:
re
uenc 91:
24 months
of ht Umit Color. 1
kew 34:
15.00' CFr
uenc 92A:
��'
fr Blllin T e: Y
IIC '
Vucture Flared 35:
W
1 _ oj—(o`" fFre
9 °in' - C
Fre uenc 92Bi 1
uano 92C: �1
Ins action Date 93A: 17�
serke 1 - S tam: _ _ FFSYS
serke 7-U date Inds
-
Rell 36alb/dd:
Flail With:
ne ecto►Name: DIETRICKB
Insp001b_inspection_sia_english Mon 6/1/200913:45:26
Structure ID: FCLIND 0.1 WLLW
Paae 102 of 311
7268 Linden Street Bridge Replacement Page 15 of 37
Colorado Department of Transportation Highway Number (ON) 5D: 5051 u
Structure Inspection and Inventory Report (English Units) Mile Post (ON)l 1: 0.100 mi
Element Inspection Report
Elm/En
Description
Units
Total Oty
/o In 1
CS 1
% In 2
CS 2
/° in 3
CS 3
% in 4
CS 4
/o in E
CS 5
4/1
P Cone Deck/AC Ovly
(SF)
10,711100
°/
10,711
0 -A
C
0 %
C
0 %
C
0 °/
09/1
P/S Cone Open Girder
(LF)
1,43
100 %
1,43
0 %
C
0 %
C
0 OA
C
0 %
1011
R/Conc Pier Wall
(LF)
3
100 %
32
0 %
C
0 %
C
0 °
0
0 %
15/1
R/Conc Abutment
(LF)
10E
921
9
8 °/
0 °/
0 %
0
3411
R/Conc Cap
(LF)
5
100 °/
54
0 °/
0 %
0 °/
0
1311
Fixed Bearing
(EA)
100 °/
7
0 °/
0 %
C
0 °/
C
0 %
25/1
Slope Prot/Berms
(EA)
100 °/
2
0 °/
C
0 %
C
0 °/
C0
%
26/1
Bridge Wingwalls
(EA)
100 °/
4
0 %
C
0 %
C
0 OA
C
0 °
33/1
Other Bridge Railing
(LF)
41
100 %
41
0 °/
1
0 %
0 °
C
0 °
8/1
Cone Curbs/SW
(LF)
41C
92 %
378
3 °/
1 r,
5 %
2
0 0A
C
0 %
0/1
Superstr Cnc Coating
(EA)
1100
%
1
0 °/
0 %
C
0 °/
0 %
1/1
Substr Cone Coating
(EA)
1100
%
1
0 %
0 %
C
0 °/
0 %
58/1
Deck Cracking SmFlag
(EA)
1
0 °/
C
0 %
0 %
C
100 °/
1
0 %
59/1
Soffit Smart Flag
(EA)
1
0 °
C
100 %
1
0 %
1
0 %
C
0 °/
1
1
01/1
Channel Cond
(EA)
1100
°/
1
0 %
0 °/
0 IN
C
0 %
02/1
ChannProtMatCond
(EA)
1100
%
1
0 %
C
0 %
C
0 °/
0 %
04/1
BankCond
(EA)
1100
°
1
0
C
0 %
C
0 °/
0 %
3011
Approach Guardrail A
(EA)
1100
°/
1
0 %
C
0 %
C
0 °/
0 %
00/1
Gent Remarks
(EA)
1100
°/
1
0 %
9
0 %
9
0 °/
0 °/
lem/Env
Description
Element Notes
14/1
P Cone Deck/AC Ovly
2 inch asphalt on waterproof membrane on 7 inch concrete deck.
09/1
/S Cone Open Girder
(7)-G54 girders. Concrete diaphragms at girder ends and 1/3 span. Cracking and
efflorescence In top flanges and at djaphragms Is from construction.
10/1
R/Conc Pier Wall
Concrete wall (measured length of 32 feet ).
15/1
one Abutment
Concrete stubwalls on H piles per plans. U-shaped design. Light efflorescence at
construction joint In both abutments. (7) hairline vertical cracks at At and (2) at A3.
34/1
Conc Cap
7 feet -6 Inch wide x 4 feet to 6 feet concrete cap, hammerhead design. Hairline
cracks at cantilevers under girders B and F on both sides, minor.
13/1
Fixed Bearing
Steel plates at P2. - - - - - - - - - - - - -
25/1
Slope ProtBenns
Large rock riprap over geotextlle fabric at both abutments. Material in place and well
keyed.
26/1
Bridge Wingwalle
Concrete wall monolithic with abutments. Hairline vertical cracks at joint with
abutments at all comers with efflorescence at southeast. (3) vertical cracks In
southwest.
insp001b_inspectlon_sla_engllsh Mon 611/200913:45:26
Structure ID: FCUND-0.I-WLLW Page 103of311
7268 Linden Street Bridge Replacement Page 16 of 37
Colorado Department of Transportation Highway Number (ON) 51): 5051 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.100 mi____
lem/Env
Description
Element Notes
33/1
Other Bridge Railing
Concrete wall with brick overlay on top of slab with (2)-4 inch diameter aluminum
pedestrian rails. Hairline vertical cracks mostly at post locations (very minor).
38/1
Conc Curbs/SW
10 Inch x 7 feet -0 Inch curb/sldewalk. Hairline transverse cracks. Transitions to
bridge 2.5 Inch low at southeast. Spells (some with exposed rebar) at all comers,
see photo.
40/1
uperstr Cnc Coating
Gray textured finish on rail parapets and exterior girders. Less than 50% graffiti.
41/1
3ubstr Conc Coating
Sand cement textured finish on wingwalls, pier and abutments. Graff Ill has been
painted over.
58/1
Deck Cracking SmFlag
Heavy to severe random, longitudinal, transverse and pattern cracking throughout,
see photo.
59/1
3offit Smart Flag
Bottom of deck has hairline diagonal cracks In all bays at abutments. Hairline
transverse cracks with efflorescence mostly In exterior bays and soffits.
01/1
hannel Cond
Natural, meandering, cobble lined channel with partially regulated braided flows
through a wide, flat prairie floodplain.
02/1
ChannProtMatCond
Rlprap at all corners.
04/1
BankCond
Varied slopes (2 to 3:1) with trees, brush and grass above normal water level. Flat
grassy overbanks to the east and industrial parks on overbanks to the west.
3011
Approach Guardrail A
No approach rails at this bridge.
00/1
Geni Remarks
Utilities: (1)-16 Inch insulated pipe in bay A. (10)-6 inch white PVC and (4)-4 inch
green PVC pipes in bay F.
Maintenance Activity Summary
MMS Activity Description Recommended Status Year Comoleted Est Cost
53.20 urface /16/2009 0 009 0000
Overlay deck with asphalt, see photo.
56.02 Pr Maint /16/2009 10 009 000
Repair deteriorated concrete curb faces at all corners of bridge, see photos.
06.05 ailing /5/2007 0 010 0000
Install transitions, approach rails and rail ends to meet current AASHTO/CDOT standards.
insp001 b_inspection_sia_engllsh Mon 6/15/2009 12:59,37
Structure ID: FCLIND-0.I-WLLW Paoe3of5
7268 Linden Street Bridge Replacement Page 17 of 37
Colorado Department of Transportation Highway Number (ON) 5D: 5051 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.100 mi
Bridge Notes
Inspection Notes
tear -calm 13:57 63 Degrees
Scope:
Z NBI: Z Element: ❑ Underwater: [—]Fracture Critical: ❑ Other: Type: R ular NBI
Inspector: DIETRICKB Inspection Team:
Inspection Date: 05/16/2009
r- 7
Inspector
Inspector
Insp001b_Inspectlon_sla_engllsh Mon 6/1/2009 13:46:26Structure ID: FCUND-0.I-WLLW
Pace 105 of 311
7268 Linden Street Bridge Replacement Page 18 of 37
LCNCQ INC.
TITLE: FCLIND—O.I—WLLW
BY: W.A.D.
ACCOUNT. P08167
DATE: 5/16/09 SHEET NO.: 1
J
CACHE LA POUDRE
RIVER
204'-9" B.F./S.F.
EDLEVAKING GTIION
RTH I 100'—O" CLR. SPAN 100'-0" CLR. SPAN
52'-4" 0/0 1(54'-2"
36'-4" C/C 7'-0" 12°
2" ASPHALT OVER (2) 4"0 ALUMINUM RAILS ON—`-
WATER PROOF 6'x4 ALUMINUM H—POSTS 0 al
MEMBRANE ON 8'-0" O.C. ON CIP CONIC. WALL �"n 0 7" CONC. DECK W/BRICK OVERLAY �.I
N
A `16" INSULATED WATERLINE E F
STL. J G
SECTION I (7) G54 PRESTRESSED GIRDERS ® 7'-7" C/C CONDUIT
L00%08 C tra8n Street Bridge Replacement W/8" CONC. DIAPHRAGM 0 A PTS
Page 19 of 37
CONSULTING FNGINEERS 1700 BROADWAY SUITE 1512 DENVER, COLORADO 80290 (303) 620-0098 FAX (303) 6;
Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly
identified by the bid number and bid name contained in the bid proposal.
No proposal will be accepted from, or any purchase order awarded, to any person, firm or
corporation in default on any obligation to the City.
Bids must be furnished exclusive of any federal excise tax, wherever applicable.
Bidders must be properly licensed and secure necessary permits wherever applicable.
Bidders not responding to this bid will be removed from our automated vendor listing for the subject
commodities.
The City may elect where applicable, to award bids on an individual item/group basis or on a total
bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject
any and all bids, and to waive any irregularities or informalities.
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.
Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All freight
charges must be included in prices submitted on proposal.
Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and not
entered as separate pricing on the proposal form.
Purchasing restrictions: your authorized signature of this bid assures your firm's compliance with
the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing
Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions.
Collusive or sham bids: any bid deemed to be collusive or a 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.
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 our office 7 days after
the bid opening.
James B. O'Neill II, CPPO, FNIGP
Director of Purchasing and Risk Management
7268 Linden Street Bridge Replacement Page 2 of 37
44�
1 It
CITY OF FORT COLLINS
FCLIND-0.I-WLLW
LINDEN STREET OVER CACHE LA POUDRE RIVER
UNDERSIDE VIEW LOOKING NORTH
MODERATE CRACKING IN THE ASPHALT WEARING SURFACE
5/ 16/2009
LONCO, Inc.
7268 Linden Street Bridge Replacement Page 21 of 37
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u-
FCLIND-0.I-WLLW
LINDEN STREET OVER CACHE LA POUDRE RIVER
SOUTHWEST CURB FACE CONDITION
CRACKS WITH EFFLORESCENCE IN THE SOUTHWEST SOFFIT
5/ 16/2009
LONCO, Inc.
7268 Linden Street Bridge Replacement Page 23 of 37
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_ ., .vk+rp 1 yr ..�a. y�''I `,i rt�-' �a•..�Y.
LENGTII M'D OESION DATA
nll
111.11
.. IO.II.)1 GM[ N.Nrm;DiffiNu I
1 W.
.IT r..11'."1
r.IwN [W T.-To V
Ai4f
W.I
_ _It
m..Yr arrun
In.Y
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IwO1 u.[ML
i.l.0
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DESIGN DATA
INT. amI m.1 PW'
Ila iu.[ I.v
IrOl i.f.3. R.10'lu m•
mu..l TAA, WNTe. nr
.....11. Na. I rw
IW came, nYnc ar{;„ inl
EXISTING BRIDGE PLAN
CITY OF FORT COLLINS
LARIMER COUNTY. COLORADO
PLAN AND PROFILE OF PROPOSED
LINDEN STREET BRIDGE
CACHE LA POUDRE RIVER
STRUCTURE FROM STA. 10 + 12.71 TO STA. 12 + 17.29
GRADING AND PAVING FROM STA. 8+00.00 TO STA. 15+00.00
.rJ IACPTION OF 9TNU[TUNE
-� n PROJECT aUOOO '�..
i DUI STA A.00
EN . a.00
ENO 51<. 15+OO
......E I'ti. �
_ 1 UN�wND jYy
• hn _ yy sF 1 `—C`
SCSELS CI dgrN4 dMl W 3
ON SIW, r IN. . tO li.
AN NMIIIEL Ile. DD rT xGl,ICTIL
I Ix. • 6 [T IVEa [
i4Yl[ U. SL FIBBIA O M F. b NMC M MINING MYD
G933 .1.OoIAaECI `IDD FT • Plll NI
Ci LCXDixM IN.VLCI j
!CITYo[FIATCDUW
ADl xa
Ix.Bi
uxou ST. wIDCL
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I
AB CUNBTRUCTEO
NO NWIaOG O NEVUD OvaO
M-EX—O"HU-11
1. nnoY Nmom, cruel .11...11.1 w3.
L. SW WI OI YIIgWMiI WYIIIIIS
wmm w WI...i mYTITUI
IN .,.IT.1 NI.
..p.l ..I N. I II.IIII
f
I.II-1 To..
PIW 11.111. I.�N
V-.-1 ATT. [m11 vl I.. ITT TIAN IYIM.I.
..A -I 011[. Ill.
..im.l [14vliion W. I.. 1"TIL ry. uI.'
s.nl-n I[ vlFni 1[nI m IrIVMr 4alGmG
1111-IT I mllw r.1. [w[ ITT .11. (lw.)
11
w.vrcw
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pS A.x
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•\9 LD'rlRmiw
YS GI SGR1[0
7288 LiMen Streel Bndge Replacement
Page 25 0187
L
GENERAL NOTES
mA ..IIII IT I..... mm�uu.3 ITT
rq
mnulu. of eiawrs. alm m T.. r11T.L 14 In Iwlr.
41 F[I W uWAnu An .11 wL . q .1 SLOWIILI nw IILT—
An sr}MUW 111. 1To 11 nIIW —1 n An31no x.lu W➢11.111
IT
Wulq v4 Ilu .kll., xl. s1.Krx, Was mwwm null.
umt W nlggSlxO STILL 1111W WD 1.11 WS AK WL1a.
1W I.L.I. 1.11111L 1.1 11x1. W .ILL LWIX lq emoteIF WS'.
W It. IL 11 11 II le 11 1. 111
1 �I Sf IIF1111F
L ALWgII 1.C' 1'-1' 1'-I' }•.l' 1'-0' l'.10' L-10. 4'.11'
q¢L umx rq
Wfl0 msg111 1'.0. 1'-l' 1'A' I'-Y 1'-1' ! A 1 -1- 1 -I
lo L
WMVW 1.. FI Lp it., 1.MV III.
M lllglL'LI1. YILI11.1. IF.11.1.1ALa.
%FULv.r. F.
831L+ I•I�rL
lYeafYl .Vlle Y[[IIILLIIpw:
LIIL ltl➢: MLIW TIT. ,'o lto.L11 Vllawll
. I.O: ..11L W. ql W. Il. L. IT... I..
.mWID OLall;
uui
.Ixlii'IW SlnLI 14 aW No L.I ,. MAD ITT
WIII Lot IW:lLL..q.
FIe41. M11) I• o.mo I
I.SIPFayx [giaaF S - ITT'. pil
Wwo w .e
.LMV M -NAIL IOGiilur
Item
Oescri ho L
I ,I`
5'P"'
AO A
Ple/ a
Abut 3
Tofn/
L r—_
%d/
NB
—
206/
Z95_
-
T06T
S/rwc Nc maAB// CbAA_
_
206
S/rurlwe Brck r Clou 1
LY.
_
�/➢ _
P%V
403
_Rot
502/
Rk Fcinf i/n 1Ip
Ln
7 _
/
Id
_
SOL
Stee/ VYiny_ HP /2.14
L.!_
//6_
_100
S!GT
%AIK Filln Clo)D
9Y.
_
_6I5_
525
II50
9
/u'furol 5lrc/
LA
_ /AO_
//'e0
5Id
Plpe Rollin
77-
4T6
_ _
Cad
5-15
wblerpw!ing Memb-one
SY
818
_6,19
60/.1
Cprc,ek Cbes A_ BridyeE_
Cwnret C/os>_0, 9ridypf__
C.Y.
-i
012
[.Y._
390
99
F7b
602.1
Reinf in Steel
[h
9AOA9
�e00
/39e0
5M0
663A5
_--
—DLO
6022
Val
Reinfwc' 14el (Cpw. Coed pJ
1 fn[ H luiMr (iVC)
Eltt_(pNvi/_
E/eclrirul CLnOWt l/nslnll On/yL_
Gh
L!_
4150
24,
_111=
3O5L
_ 21l
1
3839
6132
6/33
%
Lf
6l9 _
_Hesliessed Carcret !Aw'!(/_Saltt.)
MoDiliroliao _-
La.
l0 _
_/d
—
�.O
626
LS
cnr.roar ru-
—
s.1eA
Llx.f a WL
sos-zlsboob
F
p5 CDN6TRUCTED
INDEX OF DRAWINGS
WL n. e 1 RA1W IxIYV01:o.. SIW'Ml m WAYlllus
WLn el f4g141VgMllq
M n e IWSIgv11y lAYW1 � 1011K AK
II11a44RYl
na3 WI INgILIIf Am vL411 Y11a14
pin a I1w1A14
pL 1N a C
4pnxlm II Mr 31 I.. g1A14
ITTw .
aco a ucgnns
rgmu.
BRIDGE DESCRIPTION
- W 11x1•-e-, l0l'�.1 qlc[, m:lmin In.— x.
n6lgnn nNI. Lpp I.w31tl I"' LW.
uu[ u1aLa[.
nem'r W..
I > vV[ !d . ILwlt. Iuq.
s° B
CITY OF FORT COLLINS
GENERAL INFORMATION -
SUMMARY OF QUANTITIES
SI01iW 10.12.71 10
SlutiW 12 •It'19
N. for. Col/ms Sec. IL T. 7 N. It. 69 W.
n+.a'
I.l:Lpaty.e: WI.
..w ✓ WugM
R GwNm _
u0.orFi MImD. tl-/ al •`^/) 0.ailrys
7268 LiMen Street Britlge Replacement Page 26 of 37
�Y
`1 \\ Gut f 12'
ib.-izonln/
a
S) SIo
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She/
49M
4900
49sD
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49a0 —
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ps
i.
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ll Sla /l•1500 ma 12•/229
ti
3_
t°loi ry
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3
'o
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.V
DI
o
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See Mg A 6-3
lb Hiaup ckbib
PLAN
"Bxorxq hwe field srrrY dNa
1 1 1
to II IE
SECTION
TW<n • C Road
"r,nisled 6a fkmok
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uwxx n eu9cr
noe-zl90000
]
AS CONSI RUCI0
Np PtV6YYb I��NCVELe� VWII" •• •.•"1
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eyes/ to
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TYPICAL SECTION
P1'/ Ska //•,fA
flee 0961 /5
`Laal4rr o!5/ruc/wc—� /'3X
IF e'L�•VG
PROFILE GRADE
CITY OF FORT COLLINS
GENERAL BRIDGE LAYOUT
CI-182
7268 Llmden Street Bridge Replacement
Pape 27 of 37
HYDRAULIC DATA
• ese
r I.xSWrr
:M1 itwi:'u RNO.W. PLLtlwr O.w
\\
rYFtt9
` a
Hwel"N RSC.S 1 \\
�°£Gliden Sl. Brldir
ry
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f Ginnen it
III. /SO'PerpenCkubr iD Fbw 1 _4950
MINIMUM CHANNEL
9I1dEEN_6& T� _ 49� /
Z
Bd/aa P`CMmc/ ADu/ I Elev 4Uyd.0 r
New Nea✓y Rip✓vP AbuIS E,tv4Vyt � O
b / 6
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Z
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W rp s%t%M
v Plastic Filler Cblh
6
n. or ro✓1 wuxs N.a. xa "�^ ee��'.
�..A� uww n. MIVGE nos-215o00o d /4
AS CONSTRUCLED
"�Z� xo usvlssm �xevlsEor_�wof---"'1
SCALE :1 •2(1
///---Propoaed B/Aepath
\ \ G .hn5,&AAnth
\ Rfprap� /99�6
L
x 4950
i Z
F
N
.. `\ p' 4Dy4 --9Dg6 _ - - U
\ \ /y0
pan50, \.
\ -- VER
—G l»ay,ru /D Enowta W / ni
CACHE s'
d-0�
POUDRE
a .
RIPRAP
DETAIL
a
x
p
!
404,
\
\
E9
_.
RIVER CHANNEL
PROFILE
494
a9as—
SCALE: 11-I
IW V 5
- fGi/IOCn Brk�c,- r
9D,f6
•�f
4a80
wsPEriAnq.
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�
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7298 Linden Street Bridge Replacement
L I
- - 1941 ..
.. _ n94d I
- 4944. - - 9v52 ..
` \ \ 6
bl^4 Ueit Ol
Rlp Cp 1
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CIIY OI' FORT COLLINS
BRIDGE HYDRAULIC INFORMATION
Be
2. fl CHANNEL IMPROVEMENT
BD To A9v�.ned ,
i.w.._R Nafn
lYu...
mwNp W.b. /1 ✓r /) 4ArLy
CI-I82
Pape 23 of 37
1
V
'Y
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/6'-d
2P0=]"Bock Fott fi Boc4lom ABulmcn)r
T6'-0'
�
102 -3%
_-
l02'-3'h
CONSTRUCTION LAYOUT
DESIGN LMO
YRES"ES
DESIGN BEARING PRESSURES
Lp[aTKn
Pil[SitC
A//M a
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ons
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CONSTRUCTED
No REYL S[:=REVISED 0wID0
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/ PILE REINFORCINGS
TIP �
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CITY OF FORT COLLINS
CONSTRUCTION LAYOUT —
FOOTING AND PILING LAYOUT
dMe d
ui.. R. Gmdm
Dmnb Nmo R B-4 �It N..NpI
7268 -J NJen Street BRCge Replacement Page 29 of 37
CITY OF FORT COLLINS
BID PROPOSAL
7268 Linden Street Bridge Repairs
BID OPENING: 3:00 P.M. (our clock), August 24, 2011
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS
FOR Linden Street Bridge Repairs PER THE BID INVITATION AND ANY REFERENCED'
SPECIFICATIONS:
The City of Fort Collins Engineering Department is requesting bids for partial removal of
existing sidewalk on the bridge, replacement sidewalk, partial removal of deck, deck repair
and waterproofing membrane.
All specifications are on the plan sheet.
Contract must be completed in 21 calendar days after notice to proceed.
Awarded contractor must enter into the attached service agreement (for your review) and
provide the required insurance (Exhibit B).
Bidder Qualifications
A. At least (3) three years consistent, hands on experience in commercial construction
and awarded contractor must be able to demonstrate this through references.
B. Please provide list of at least (3) three jobs completed with contact information
including current name and phone number.
7268 Linden Street Bridge Replacement Page 3 of 37
Ekr 49S!O Advt 13
MuPYupn.
ELEVATION
ELEVATION
I A
B
E
O
E
F
ABUTMENT/
0954.K
d95/.i9
495486
d954.99
495409
4954Jdj2
4546954.66
495d5
RM
WINGWALL ELEVATION
4 IDt S-Y l-'Sta'-e'•M1e•
ACUTE ANGLE SECTION
•e.rD• er
IAipyMcod Tet2
pVy/Nel. Fp-aklalb
see GMy. M. B- 9 .-
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uaw..
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MY or rWr
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AS CONSTRUCTED
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OBTUSEANGLE �SECTION
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•S. /'dAey^°^9'b^'' TYPICAL SECTION THRU WINGWALL B SIDEWALK
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TYPICAL SECTION THRU ABUTMENT
CITY OF FORT COLLINS II
ABUTMENT DETAILS
AND
WINGWALL DETAILS
7268 Linden Street Bridge Replacement Peg. 30 of 37
V
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DIAPHRAGM DETAIL
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TYPICAL SECTION
CITY OF FORT. COLLINS
P Z=0'i%yP1
PIER 2 DETAILS
err C Atyvs
tr.Nry Weev B_i_ el I2 tra.Yge
CI-
7288 Lime. Street Bndge Replacement
Pepe 31 of 37
GiY p• itlll COLIM
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45 CONSTRUCTED
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Act." 0,r, J aw
ra _ rN reina,,.�rol� „a CITY OF FORT COLLINS
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SUPERSTRUCTURE DETAILS
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TYPICAL SECTION THROUGH SUPERSTRUCTURE
ft.Awg Up SYetionl w•••.[ Y M
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7268 Linden Street Bridge Replacement papa 32 of 37
C/M oe
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won,.// Ad 5/a JA s e
lk,ow'n0 and Wia 5r
Oeroi/t Og Na B'S.
end or
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6 Braving r—A [—B
Abutment
_ o EL—A
=%L8.
PART ELEVATION OF RAIL PARAPET
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MANGER ASSEMBLY
&th. Grmbt Glad
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SECTION
(S . at Brekn/p SECTION C
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! Barkfxa oe AgOmenl m/AI
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AS CONSTRUCTED
NO RENSCHa I� gEV6E0�Vop
SECTION A
(E)-EPwr C trd
Po.cmml
A'Hbly +hp. w//oeY b
id fw rrprrah// b
hall tr Lx/WN in fkAe
CITY OF FORT COLLINS
PARAPET AND SIDEWALK DETAILS
R. Gwdm
0.awbq Numbu gB Ir 11 Noalgl
I82
7268 Ui en Sfreel Bridge Replamm nl
Pape 33 of 37
r
,cr.3,
i.e. V. top serrate rough_, r—C spin
Ent It III�Cansar a gradty F• of tron� R^rpM pant
05L
GIRDER ELEVATION (NO END BLOCK)
dealodell
@ END UND END BLOCK)
I i
Ent R
MAL-CE-TA)L
and It any
I
�• 7268 Unden Street Bridge Replacement
,rave •moo surinca raugn—
__ CITY «rqR .1
l:.Rl>IIYI:•u I.YrtN IT. MI. p110-[rotate
ND WE, ,. _ _ 'IYIND= Yowl --j RCV1511
—_y N4_10 spn.aA }� Stirrup siIa(spa. O
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GERDER ELEVATION iW1iN END BLOCK)
(mwl,d a Corn eras or o// go -'en)
1 Sgrraps
J -14 • VariesAD
Ill
@ MID Sp/pi a END IQ(WITH END BLOCK) SECTION TNRD END BLOCK
Mequired 6 Mfn ends ar a// gir ,)
TYPK L GIRDER SECTION5
*B dowel x 4' 6`v n
Gopnrogm Is CarN4aua
2 1 tale 2 �4 I
0--�4Voi, 0"TL.�k .
mq 1i x 1' 6 Ureaaetl sYitl
( Isom-wh4n dapMagm 9
Is tixanUnuom.
INTERMEDIATF DIAONRAGM D TAI c
(For der"m locations see Construction Layout.)
ul nmIIYmxomn ... uv.. is, I,Yuau, 4•u
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GIRDER SCHEDULE
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CITY OF FORT COLLINS
COLORADC IRDER
ll-ICL ^.I
Page 34 of 37 !jC
Concr¢t¢
7258 Linoen SUeet Bndge Replacement
^HI
uc AUcr rr or rant rains
" "¢'O= `.a I uNaw 9T, enure[ � 305-2150Mg /5 /e
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NOTES:
ANCHOR BOLT NUTS SHALL. BE SNUGGED AND JAMMED WITH
JAM NUTS AT FIXED BEARINGS AT EXPANSION BEARNGS, PROVIDE
114" CLEARANCE BETWEEN JAM NUT AND SOLE RATE UNDER ALL
EL,A,STomE¢v_• aA°iw DETAILS TEMPERATURE CONDITIONS PWDR TO JAMMING.
DO NOT PAINT STEEL SURFACES IN CONTACT WITH
ELASTOMERIC PAD.
' ELASTOMERIC BEARING PADS SHALL NOT BE PAID FOR
SEPARATELY, BUT WILL BE INCLUDED IN THE WORN.
STRUCTURAL STEEL FOR BEARINGS WILL BE MEASURED
AND PAID FOR IN ACCORDANCE WITH ITEM 509, STRUCTURAL STEEL,
CITY OF FORT COLLINS
BEARING DETAIL
Page 35 o157
~ ,AA K AOLe}� ••o.°n+' ww. WALL MlcextN
i' wu"iNY
` ttA4Nt mn w I' - % AS
CAST a st
r= A CAST AL
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rt . N'R
rY RAIL ••°IL.
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n o nufx� INn Afu caL I'xan roA Nc«a wLn nN ru4T
x ALIIMIRM POST CASTING
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TOP AN
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AS
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'OALwww rw!' RAIL SPLICE DETAIL
iOrT. SECTION RI"
ua nr
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'h
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M AN
AA IN.
a4Nmtr txnN A.M.
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we. oo..a•viuuam P[wlRr TANI
11 $' sy I$• f/wWLm wn nwna Nx. aaL oo rn. ,
SHOP RAIL FIELD ERECTION
'
STEEL POSE _}TAILSSMIICE ENTAIL JOINT DEWL -
I
7268 Li1Men Street Bridge Replacement
w NaL
ONLY.
A.
I ARMS
Won
N ,� nrt Axcxon Wort.
A.
° L � F"
f' END PLATE
;Ie a n .[w nYT, / L PAN [n° rLnn .
Q RAIL POST -----ill T,-
ELEVATION ,X>-.�—u'— -.=1'U ;'�,F1-_. - .
L '•:.J l
END PLATE SHI DETAILS
r lAy - rnyR rYcr or.AA. NnAll
r
PLAN R
DETAIL OF RAIL SEND AT ABUTMENTSI-a ^�
ssm ro.T POST SHIM DETAILS ` Nm POST
$mus nEL° _ c..A" urWr rNNclx° J
Lao : .1
^•I' f' .
r }•LOw' a . Vim—
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row 1't xr 'aa L Axupi wLrs �] s Awlq�roLn
•E S 3 � • o'- 4 Law.
a..—c«AWTA. urolW TxNNwo.
Ir' xLtxLI1tJ Tw Or NRLrtT
ANCHOR BOLTS AT END PLATE - ANCHOR BOLTS AT POSTS
ANCHOR BOLT. SETTING DETAILS
GENERAL NOTES
: A,A• = IA ANA II:wr'x�x"I�I�I Ae�u:,"Ltl°.Y`iiiu' x.w nomau n wlrxmn.
1. AN"� u11 'I,I.:x n. 1d-A. Own -I uAxlx.w
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St e
1111VO[a le'AAIIA u. IAAAAA Anl1 ILI' A= N WlAwne .1w1LA11m
CITY OF FORT COLLINS
PIPE RAILING 11
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CITY OF. FORT COLLINS
BRIDGE DECK ELEVATIONS
J ✓ An
AC Cl1
Drwlry HumEr 8-12 pl '^12 P.RI
7268 Linden Street Bridge Replacement
Page 37 D137
BID SCHEDULE
Service Provider to provide all work per specifications.
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT COST
TOTAL
202-01
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (SIDEWALK)
SY
61
202-02
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 1)
SF
750
202-03
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2A)
SF
750
202-04
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2B)
SF
750
202-05
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3)
SF
90
202-06
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3A)
SF
90
202-07
SAWING CONCRETE (1 -INCH)
LF
409
515-01
WATERPROOFING (MEMBRANE)
SY
822
601-01
CONCRETE CLASS D (BRIDGE)
CY
23
601-02
CONCRETE (PATCHING) (CLASS I)
SF
750
601-03
CONCRETE (PATCHING) (CLASS 2A)
SF
750
601-04
CONCRETE (PATCHING) (CLASS 2B)
SF
750
601-05
CONCRETE (PATCHING) (CLASS 3)
SF
90
601-06
CONCRETE (PATCHING) (CLASS 3B)
SF
90
602-01
REINFORCING STEEL (EPDXY COATED)
LB
1,000
626-01
MOBILIZATION
LS
1
630-01
CONSTRUCTION ZONE TRAFFIC CONTROL
LS
1
TOTAL BID COST
TOTAL BID COST IN WORDS:
FIRM NAME
Are you a Corporation, Partnership, DBA, LLC, or PC
SIGNATURE
ADDRESS
PHONE/FAX #
E-MAIL ADDRESS
DOLLARS
7268 Linden Street Bridge Replacement Page 4 of 37
SERVICES AGREEMENT
THIS AGREEMENT made and entered into the day and year set forth below by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter
referred to as the "City" and , hereinafter referred to as "Service Provider'.
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed by
and between the parties hereto as follows:
1. Scope of Services. The Service Provider agrees to provide services in accordance
with the scope of services attached hereto as Exhibit "A", consisting of pages and
incorporated herein by this reference.
2. The Work Schedule. [Optional] The services to be performed pursuant to this
Agreement shall be performed in accordance with the Work Schedule attached hereto as Exhibit
"B", consisting of ( ) pages, and incorporated herein by this reference.
3. Time of Commencement and Completion of Services. The services to be performed
pursuant to this Agreement shall be initiated within ( ) days following
execution of this Agreement. Services shall be completed no later than . Time is of the
essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed
by the parties.
4. Contract Period. [Option 1] This Agreement shall commence upon the date of
execution shown on the signature page of this Agreement and shall continue in full force and effect
for one (1) year, unless sooner terminated as herein provided. In addition, at the option of the City,
the Agreement may be extended for an additional period of one (1) year at the rates provided with
written notice to the Professional mailed no later than ninety (90) days prior to contract end.
7268 Linden Street Bridge Replacement Page 5 of 37
4. Contract Period. [Option 2] This Agreement shall commence ,
200 , and shall continue in full force and effect until 200 unless
sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be
extended for additional one year periods not to exceed ( ) additional one year
periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. The
Denver Boulder Greeley CPI published by the Colorado State Planning and Budget Office will be
used as a guide. Written notice of renewal shall be provided to the Service Provider and mailed
no later than ninety (90) days prior to contract end.
5. Delay. If either party is prevented in whole or in part from performing its obligations
by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the
party so prevented shall be excused from whatever performance is prevented by such cause. To
the extent that the performance is actually prevented, the Service Provider must provide written
notice to the City of such condition within fifteen (15) days from the onset of such condition. [Early
Termination clause here as an option
6. Early Termination by City/Notice. Notwithstanding the time periods contained herein,
the City may terminate this Agreement at any time without cause by providing written notice of
termination to the Service Provider. Such notice shall be delivered at least fifteen (15) days priorto
the termination date contained in said notice unless otherwise agreed in writing by the parties. All
notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to
the following addresses:
City:
Copy to:
Service Provider:
City of Fort Collins
City of Fort Collins
Attn: Purchasing
Attn:
PO Box 580
PO Box 580
Fort Collins, CO 80522
Fort Collins, CO 80522
7268 Linden Street Bridge Replacement Page 6 of 37
In the event of early termination by the City, the Service Provider shall be paid for services rendered
to the date of termination, subject only to the satisfactory performance of the Service Provider's
obligations under this Agreement. Such payment shall be the Service Provider's sole right and
remedy for such termination.
7. Contract Sum. The City shall pay the Service provider for the performance of this
Contract, subject to additions and deletions provided herein, perthe attached Exhibit "A", consisting
of pages, and incorporated herein by this reference.
8. City Representative. The City will designate, prior to commencement of the work, its
representative who shall make, within the scope of his or her authority, all necessary and proper
decisions with reference to the services provided under this agreement. All requests concerning
this agreement shall be directed to the City Representative.
9. Independent Service provider. The services to be performed by Service Provider are
those of an independent service provider and not of an employee of the City of Fort Collins. The
City shall not be responsible for withholding any portion of Service Provider's compensation
hereunder for the payment of FICA, Workmen's Compensation or othertaxes or benefits orfor any
other purpose.
10. Personal Services. It is understood that the City enters into the Agreement based on
the special abilities of the Service Provider and that this Agreement shall be considered as an
agreement for personal services. Accordingly, the Service Provider shall neither assign any
responsibilities nor delegate any duties arising under the Agreement without the prior written
consent of the City.
11. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any
of the services shall not be construed to operate as a waiver of any rights or benefits provided to
the City under this Agreement or cause of action arising out of performance of this Agreement.
12. Warranty.
7268 linden Street Bridge Replacement Page 7 of 37
a. Service Provider warrants that all work performed hereunder shall be
performed with the highest degree of competence and care in accordance with accepted standards
for work of a similar nature.
b. Unless otherwise provided in the Agreement, all materials and equipment
incorporated into any work shall be new and, where not specified, of the most suitable grade of their
respective kinds for their intended use, and all workmanship shall be acceptable to City.
C. Service Provider warrants all equipment, materials, labor and other work,
provided under this Agreement, except City -furnished materials, equipment and labor, against
defects and nonconformances in design, materials and workmanship/workwomanship for a period
beginning with the start of the work and ending twelve (12) months from and afterfinal acceptance
under the Agreement, regardless whether the same were furnished or performed by Service
Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any
such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or
replaced by Service Provider in a manner and at a time acceptable to City.
13. Default. Each and every term and condition hereof shall be deemed to be a material
element of this Agreement. In the event either party, should fail or refuse to perform according to
the terms of this agreement, such party may be declared in default thereof.
14. Remedies. In the event a party has been declared in default, such defaulting party
shall be allowed a period often (10) days within which to cure said default. In the event the default
remains uncorrected, the parry declaring default may elect to (a) terminate the Agreement and seek
damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail
himself of any other remedy at law or equity. If the non -defaulting party commences legal or
equitable actions against the defaulting party, the defaulting party shall be liable to the non -
defaulting party for the non -defaulting party's reasonable attorney fees and costs incurred because
of the default.
15. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire
7268 linden Street Bridge Replacement Page 8 of 37
agreement between the parties and shall be binding upon said parties, their officers, employees,
agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal
representatives, successors and assigns of said parties.
16. Indemnity/Insurance.
a. The Service Provider agrees to indemnify and save harmless the City, its officers,
agents and employees against and from any and all actions, suits, claims, demands or liability of
any character whatsoever brought or asserted for injuries to or death of any person or persons, or
damages to property arising out of, result from or occurring in connection with the performance of
any service hereunder.
b. The Service Provider shall take all necessary precautions in performing the work
hereunder to prevent injury to persons and property.
c. Without limiting any of the Service Provider's obligations hereunder, the Service
Provider shall provide and maintain insurance coverage naming the City as an additional insured
under this Agreement of the type and with the limits specified within Exhibit B, consisting of one (1)
page, attached hereto and incorporated herein by this reference. The Service Provider before
commencing services hereunder, shall deliver to the City's Director of Purchasing and Risk
Management, P. O. Box 580 Fort Collins, Colorado 80522 one copy of a certificate evidencing the
insurance coverage required from an insurance company acceptable to the City.
17. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
18. Law/Severability. The laws of the State of Colorado shall govern the construction
interpretation, execution and enforcement of this Agreement. In the event any provision of this
Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such
holding shall not invalidate or render unenforceable any other provision of this Agreement.
19. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S.,
7268 Linden Street Bridge Replacement Page 9 of 37