HomeMy WebLinkAboutRFP - 7260 PROSPECT ROAD BRIDGE & MULBERRY STREET BRIDGE REPLACEMENT DESIGN SERVICESCity of
Fort Collins
Purchasing
ADDENDUM No. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Financial Services
Purchasing Division
215 N. Mason St. 2n" Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov. com/purchasing
Description of BID 7260: Prospect Road Bridge and Mulberry Street Bridge
Replacement Design Service
OPENING DATE: 3:00 PM (Our Clock) August 5, 2011
To all prospective bidders under the specifications and contract documents described
above, the following additions are hereby made and detailed in the following sections of
this addendum:
1) Please limit the proposal to a total of 40 pages.
2) Exhibit 1 — Critical Bridge Finding — Mulberry Bridge
Exhibit 2 — Critical Bridge Finding — Prospect Bridge
Exhibit 3 — Maintenance Recommendations — Mulberry Bridge
Exhibit 4 — Inspection & Inventory Report — Prospect Bridge
Please contact John Stephen, CPPO, LEED AP, Senior Buyer, Buyer at (970) 221-6777
with any questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST
STATEMENT ENCLOSED WITH THE
ADDENDUM HAS BEEN RECEIVED.
BE ACKNOWLEDGED BY A WRITTEN
BID/QUOTE STATING THAT THIS
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 1 of 29
Colorado Department of Transportation Highway Number (ON) 5D: MULSE U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.000 mi
Element Inspection Report
Elm/En
Description
UnitsTotal city % in 1 CS 1
% in 2 CS 2 °kin 3
CS 3
% in 4 CS 4 % in 5
CS 5
13/1
Unp Conc Deck/AC Ovl
(SF)
525100 %
525
0%
0
0%
0
0%
0
0%
0
39/1
Unp Conc Slab/AC Ovl
(SF)
525100 %,
525
0%
0
0%
0
0%
0
0%
0
109/1
P/S Conc Open Girder
(LF)
216100 %
216
0%
0
0%
0
0%
0
0%
0
215/1
R/Conc Abutment
(LF)
118 98 %
116
2 %
2
0%
0
0%
0
0%
0
308/1
Constr Non Exp Jt
(LF)
108100 %
108
0%
0
0%
0
0%
0
0%
0
326/1
Bridge W ingwalls
(EA)
3100 %
3
0%
0
0%
0
0%
0
0%
0
334/1
Metal Rail Coated
(LF)
41 0%
0
0%
0100
%
41
0%
0
0%
0
338/1
Conc Curbs/SW
(LF)
41100 %,
41
0%
0
0%
0
0%
0
0%
0
359/1
Soffit Smart Flag
(EA)
1 0%
0
0%
0
0%
0100
%
1
0%
0
$01/1
Channel Cond
(EA)
1 0%
1
0%
0
0%
0
0%
0
0%
0
50411
BankCond
(EA)
1 0%
1
0%
0
0%
0
0%
0
0%
0
505/1
Debris Smart Flag
(EA)
1100 %,
1
0%
0
0%
0
0%
0
0%
0
530/1
Approach Guardrail A
(EA)
1100 %
1
0%
0
0%
0
0%
0
0%
0
600/1
Gehl Remarks
(EA)
1100 %
1
0%
0
0%
0
0%
0
0%
0
Elem/Env
Description
Element Notes
13/1
Unp Conc Deck/AC Ovl
39/1
Unp Conc Slab/AC Ovl
109/1
P/S Conc Open Girder
215/1
R/Conc Abutment
Honeycombing and light cracking at various locations, see photo.
308/1
Constr Non Exp Jt
Water staining at joints.
32611
Bridge Wingwalls
Minor erosion at the southwest wingwall, see photo.
334/1
Metal Rail Coated
R1 rusting throughout.
338/1
Conc Curbs/SW
359/1
Soffit Smart Flag
Spells with exposed rebar on bottom of flange on south side of bridge, see photo. 2
spalls and efflorescence on slab.
501/1
Channel Cond
Well defined silt channel.
504/1
BankCond
Well defined grass banks with trees.
50511
Debris Smart Flag
Silt build up on west side of bridge.
530/1
Approach Guardrail A
No approach guardrails.
600/1
Gehl Remarks
See sketch for location and size of utilities.
insp001b_inspection_sia_english
Mon 11/241200812:46:33
Structure
ID: MULBERR-CRSTMRE panp2 8f4
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 10 of 29
Colorado Department of Transportation Highway Number (ON) SD: MULBE U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.000 mi
Maintenance Activity Summary
MMS Activity Description Recommended Status Year Completed Est Cost
306.02 Railing 11/13 02/ 08 1 2008 23600
Install bridge rails, transitions, approach rails and rail ends to meet current AASHTO standards.
Bridge Notes
Inspection Notes
4AR / MCA Windy, Clear 1:30pm 55 Degrees
Scope:
✓ NBI: ✓ Element: Underwater: Fracture Critical: Other: Type: (Regular NBI
Inspector: JAR / ACA Inspection Team:
Inspection Date: 11/13/2008
Inspector
insp001b_inspection_sia_english Mon 11/241200812:46:33
Structure ID: MULBERR-CRSTMRE P,nn'A Mf A
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 11 of 29
LQ�KD INC. BY`LJAR /BARA—CRSTMRE
DATE: 11-13-2008
FLOW
MERCER
DITCH
25�`N 35"
� L=T-4"
L=6'-0"
N 40' �
� I
I 0
I I �
MULBERRY ST. 18'-3" 0/0
(ASPHALT)
co
I I
I I
I
L=4'—O"
PLAN 1�e�
A# 1
ELEVATION
LOOKING NORTH 12
5'-2"
4'— 5..
CONIC.
SW.
4 0 & 2 1 /20
�STL. PIPE POSTS
&
& RAILS
-�i
ml i3 1/2" I3'-0" '-4' �-2 1/4"- STL.
PIPE
(3) CDTPG
21'-2" CL.(N)
16'-3" CL.(S)
50'-0" C/C
2"-3" ASPHALT ON
1'-4" CONC. SLAB OR
5" TEE FLANGE
26'-1" CONCRETE SLAB
J A#2
12"I
ACCOUNT: P08189
SHEET NO.: 1
4 1/2"0
STL. t
PIPE —
7 1/2" �^01
4'—C-
(3) CDTPG
0
I
0
SECTION
LOOKING WEST
CONSULTING ENGINEERS 1700 BROADWAY SUITE 1512 DENVER. COLORADO 80290 (303) 620-0098 FAX (303) 620—
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 12 of 29
NORTH
City of Fort Collins -Minor Structures
MULBERR-CRSTMRE
Mulberry Street over Mercer Ditch
11/13/2008
ROADWAY LOOKING EAST
ELEVATION LOOKING NORTH
LONCO, INC.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 13 of 29
City of Fort Collins Minor Structures
MULBERR-CRSTMRE
Mulberry Street over Mercer Ditch
11/13/2008
CHANNEL LOOKING UPSTREAM
CHANNEL LOOKING DOWNSTREAM
LONCO, INC.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 14 of 29
City of Fort Collins Minor Structures
MULBERR-CRSTMRE
Mulberry Street over Mercer Ditch
11/13/2008
MINOR EROSION AT THE SOUTHWEST WINGWALL
HONEYCOMBING AND LIGHT CRACKING IN THE EAST ABUTMENT
LONCO, INC.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 15 of 29
City of Fort Collins Minor Structures
MULBERR-CRSTMRE
Mulberry Street over Mercer Ditch
11/13/2008
SPALL WITH EXPOSED REBAR IN THE DOUBLE TEE FLANGES ON THE SOUTH SIDE
UNDERSIDE VIEW LOOKING WEST
LONCO, INC.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 16 of 29
EXHIBIT 4
COLORADO DEPARTMENT OF TRANSPvetTATION
�LOAD FACTOR RATING SUMMARY
ated Using
Asphalt tickness: 4 in 1016 (mm)
O Colorado legal loads
Interstate legal loads
Structure #
FCPRST-0.1 .BRTW
Stole highway #
PROSPECT ROAD
Botch I.D.
069267
Structure type
CS AND CDTPG
Parallel structure
N/A
(Structural
INTERIOR CDTPG
CONCRETE SLAB AND
Member
GIRDER
2'-9" CONCRETE SLAB
GIRDER WIDENING 15' CONCRETE SLAB
Inventory
Tons (Metric Tons)
Tons (Metric Tons)
Tons (Metric Tons) Tons (Metric Tons)
HS20 (MS18)
36.0 (32.7)
36.0 (32.7)
36.0 (32.7) 41.2
Operating
(37.5)
HS20 (MS18)
40.0 (36.4)
40.0 (36.4)
40.0 (36.4) AA n
Type 3 Truck Type 3S2 Truck Type 3-2 I
ln(21.9 to 76 term IT
_ Truck
(71.0 metric tons) nst ers[a[e )B tons ri
Inter.d. 4 ]5 LColo:ado ]r tons (1s5 m.tne tons (J; 6 m"t !c t,
(]4.5 metric tons)
Colorado II 5 Cons Celoredo 1] 5 i t]: 6 nc�. r:c t,
(]8,6 metric tons(
BRIDGE REfNS"PECTFD b t IN
BERATED BY LONCO, INC.
Tons Metric tons Tons Metric tons Tons M
Comments NO POSTING RE6?UIRED , ECTEI
... ............._.._._................._.........................._.................................._.................. ................................
...... . 1`[�.jS.... NOT RE -RSA
........................
................
4' asphalt on CDPTG, CS AND CSG Girders: RE'NsaECTEB'gUr NOT BERATED yRT'�„
_..........__....._..............ct........................
KIi3XHAMSErCNAEL............... g - -.................__.._........__._.................................................................................•...................................................................................... .
All load ratin sore visual ratings s except t for t """ "' "'" """"
........... ............................................. .........p....... he new 15' cast in place concrete slab.
........................................gs e.......................15............................................
Slab reinforced with #8@9' o.c., f'c =4.5 ksi, = 60 ksi, span =16.25'. Rated b Load
....................................................................
Fodor Method. .Y......................
..................................._........._.................__...........__......._.................._............_._.............,........_............ :........... :...:
....... ................_...B&3QiiBBEEH.SPECTED.BII7IlIQT. RER:I?."..............................
�Ylrktram.ff/cd8el..Dvi noinnr ........................................ _
_....._.................__.....-..-..-:.r.-.ray Yw�.�r.a............................................tnu rv� cngmeenn� 6
1i+fmuria+G Llrc .19Ad
K. 7 F.; Date Check by
12/9/94
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement a er
0
Colorado Department of Transportation Highway Number (ON) 5D: 00000 u
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.000 mi
Bridge Key: FCPRST-0.I-BRTW Inspection Date: 3/4/2009 Sufficiency Rating:83.8 Not Eli
n/Betio 2FJ2M:F 4Ot T'• .5r—� W. Ins ectlon Data 93
rans Re ion 2T 113 ng 4 A�—" 1 Date, r----
u Code 3: L IOBB � a untun 4?&'& 75 — rid a Cost 94: $ 0
_ �1 01 �— oadwa Cost 95:
lace Code 4: 425 MAL I' 19 oral Cost 96: $ 0
FORT COLLINS Nnp S,5 1 ear of Cost Estmate 97: r
e.t�u� r SAr—
i m Prefix SB: 5� 24 N7: 7.5 ft _order Bnd a Numher 99
evel of Service 5C: I1�;wwrr 15.3 ft efense Highway 100: �0
Directional Suffix 5E: 10 {4tr LsruuRtr,�4s .e 4.7 ft arallel Structure 101:
Feature Intersected 6: )C�ah'�Akdttr L"R li0JlrB:i 5.5 k .0 k Irectlon. ofTrafBc 102 '2r--
New Mercer Canal dlh CWd 9y Cuk6.61, 7.5 k am ora .Structure 1 -
Facilihr Carried 7: Otet 5«' 9.6 k i hwa S tom 104: 0�--
Prospect Road k �j ,217.4 sq. ft ad Lands Hlwa 105: �—
�lias Str No.BA: `�Ovr - Pam# 9.99 ear Reconstructed 108 1993
dl Sir No. BP - a .0 tt cad -' -Surface 106 �—
L.-A W R 5..R"� Jri^ emb are 108B: F—
e Amft
oeation 9: �aa Oiidt¢t I� 61i�'j �1 •0 k�-� eck Piotectlon 106C: ��
.1 MI E of Brentwood Drfl SRd iMtlltiYi 5t31 `' Iv ruck ADT 109: 6 %
Pax Clr 1D:.. ! 9.99 sell 5r rk Net 110. Or �
aseHiwe Net12: �� ier Protection 111: L—
IrsinvRout 13A 000000000 9& BIS Len th 112:
IrssubRout No13B: 0 dt 6�r tour Critical 113: �—
titude 16: Od 34' 03" Sri : - ` iN tour Watch 113M: IN
on itude 17:' 105d O6' 23- kde4l omd . No ratinq uture ADT 114: ,106 _ _.
ishEA: 9 W 0.0 ear of Future ADT 11 027
88: N R Wctnntl CBS. DOT. StrT 120A: (CS
C: 22 6.0DOT Constr T 1206 B9�
r th 19: 1.0 mi "ibldc t aTI, 1� 00 "in" ns ectlon Indic 122A:
li 20: 1!'/, N ns ctlon Trip122AA r
n 21: chadulln Status 1220 I
2, It 1 Wsdj 9eWilor � IN ainlenance Patrol 123
al Class 26: 14 713' '•� - nslon DevlT 12lt 27: 1940 ��— rdo Rail T e/Mod 125AB N l�
Lanes: 5 72° �ost n Trucks 129A/WC: �— tr Ratio Date 130:13,215 icalE uI 133: [7.5
7 d rar" , .oft art Clr WE 134A/B/C (� 999 00
- I onto %art SIW 136AB g,gg
Apr;R kAiiiw h11MY9G^. DIEfRICKB eftical Clr Date:
mht3ft:�-'
ft
W4montthhssei ht Limit Color: 13 9 00 ar1 sorrke1T S stem: II FFSYS117 N serke 7-U ate Indl I
2 I^" F—
�Inspec;W Name: DIETRICKB
insp001 b_inspection_sia_english Thu 8120/20D9 08:41:52
Structure ID: FCPRST-0.I-BRTW Pagel of
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 18 of 29
Colorado Department of Transportation Highway Number (ON) 5D: 00000 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.000 mi
Element Inspection Report
Elm/En
Description
Units
(SF)
rotal Oty
In 1
CS 1
% in
CS 2
/ in Z
CS 3
%tn
CS 4
in a
CS 5
1
Bare Concrete Slab
2,2
0
0 °/
100 0A
2,2
0
0
09/1
PIS Conc Open Girder
(LF)
136
97 °
13
3
0 C/C
0 °/
0
110/1
R(Conc Open Girder
(LF)
3
100 °
3d
0
0 CA
C
0 °
0
15/1
R/Conc Abutment
(LF)
179
97 °
17
3
09A
C
0
0
0/t
RIC Sub Pile Cap/Ftg
(EA)
1
0
0
100
1
0 °
0
41/1
Concrete Culvert
(LF)
8
43 %
3
57 Y
0
0
0
8M
Constr Non Exp Jt
(LF)
10
0 %
100 °
10
0
0 °
0
26/1
Bridge Wingwalls
(EA)
75
25 %
1
0
0 Y
0
3M
Other Bridge Railing
(LF)
5
94
4
6 q
0
0
0
33811
Cone Curbs/SW
(LF)
5
50
2
46 °
2
4°
0
0
9M
Soffit Smart Flag
(EA)
1
0 °
100 °
1
0 °
0
0 °
1M
Channel Cond
(EA)
1100
%
1
0 °
0
0 %
0 °
0411
BankCond
(EA)
1100
1
0°
0
0 %
0 OA
05M
Debris Smart Flag
(EA)
1100
%
1
0
0
O Y
0
30/1
Approach Guardrail A
(EA)
1100
°/
1
0
0
0°
0
Gent Remarks
(EA)
1100
°
1
0
0°
0
0
lem/Env
Description
Element Notes
8/1
Bare Concrete Slab
Concrete flat slab, (original). Spelled on north edge with rebar exposed. (1)-14 Inch
x 18.5 inch concrete slab, (original bridge). 16 inch deep slab north widening. 15
Inch slab south widening. Top flange of (4) double T sections with topping slab.
Cracks on outside topping slab west bound lane at A2, see photo, Is starting to
break up on surface original section. Longitudinal crack in east bound lanes.
09/1
/S Conc Open Girder
(1)-21 Inch x 6 feet -8 Inch double T on south widening. Map cracks with heavy
efflorescence on 1st double section at east end. (3)-21 Inch x 5 feel -6 Inch double
T girders on north widening. Light to moderate efflorescence in bay A wlth random
cracking In patch work. Efflorescence In bay G at construction Joint. (8 girders total).
Girder A has a large half moon hairline crack on south face near A2=4 feet.
11011
RfConc Open Girder
(1)-8 inch x 20 Inch girder at each widening of original deck.
1511
Conc Abutment
Concrete wall, (original). Abraded at ground line. Concrete wall, (north and south
widenings). Vertical crack 1/16 Inch wide concrete slab and girder at west abutment,
downstream. Some random honeycomb areas. Horizontal 1 /8 Inch wide crack near
top of P2 between girders A/B.
20/1
C Sub Pile Cap/Ftg
Footing exposed 8 Inch with spalling and heavy S4 scale at A2 original section.
41/1
oncrste Culvert
(1) 7 foot diameter RCP culvert. Settlement at (6) 8 foot pipes has resulted In fill
spilling out of 6 Joints, see photo.
00/1
onstr Non Exp Jt
All (6) joints have signs of leakage and efflorescence.
26/1
Brldge Wingwalls
Concrete wall monolithic with new abutment wldenings. Minor erosion at ends of
wingwalls. Erosion at northwest Is more advanced.
Insp001 b_inspection_sia_english TUG 6/16/2009 09:20:38
Structure ID: FCPRST-0.I-BRTW � -1 .
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 19 of 29
EXHIBIT 1
PRINCIPALS _(D
5teven C. Bank% P.E.
William H. Epp, P.E., S.E.
Mark A. Hamouz, P.E. LO INC
J.P. IIIer,, P.E.
Civil, Structural & Transportation Engineering, Since 1962
FORT COLLINS, COLORADO
Critical Bridge Finding
March 24, 2011
Mr. Jin, Wang, P.E., Civil Engineer II
Transportation Services
281 North College Avenue
P.O. Box 580
Fort Collins, CO 80522-0580
Re: Structure Number FCMULB-CRESTMR
Dear Jin,
A550CIATE5
Daniel J. 5echtol1. P.E., S.E.
William A. Dietrick, P.E.
David A. Krell, P.E.
Mark J. McDonald, P.E.. S.E.
Michael J. Yanku, P.E.
This letter is to inform you of a "Critical Finding" (structural or safety related deficiency that requires
immediate follow-up inspection or action) in regards to the bridge on Mulberry Street over New Mercer
Canal. We have signs of heavy deterioration in the first widening section of the bridge (cast -in -place
concrete slab) on both the north and south sides of the center slab. The slab on the south has an area of 3
feet wide on the south edge, full thickness of the slab, abutment to abutment that is severely delaminated
with very soft and crumbly concrete. An area of 2 to 2.5 feet wide for half the thickness of the slab,
abutment to abutment, on north side of north slab that is delaminated as well. In addition, the 2 slab
extensions do not show any reinforcements. Upon this finding on Wednesday March 22, we notified you
by phone and you immediately responded to this location. We appreciate your quick response! Please
note that this structure is qualifying in a portion of the right westbound lane.
It is our recommendation to load post the bridge to 15Tons and place this bridge on a 12 month inspection
cycle.
We will be contacting you within 10 working days to determine what action has been taken.
Sincerely,
I
Nei sales, E.I.
Bridge Inspection Team Leader
Cc: Jeffery Anderson, P.E., CDOT, Karen Mondragon, CDOT and Matt Greer, P.E., FHWA
Att:photos
1700 Broadway Suite 1512, Denver CO 60290 • Phone (303) 620-0096 • Fax (303) 620-9397
1560 Wall Street Suite 222, Naperville IL 60563 • Phone (630) 577-9100 • Fax (630) 577-9199
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 2 of 29
Colorado Department of Transportation Highway Number (ON) 5D: 00000 U-- —
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.000 mi
ern/Env
Description
Element Notes
33/1
Other Bridge Railing
(1)-4 inch diameter and (1)-4.51nch diameter galvanized steel tube pedestrian rail.
Moss rock inlay. Hairline cracks on top face of parapet walls. (3) pending small
spalis at post locations on north rail.
38/1
Conc Curbs/SW
South sidewalk has S2 scale full length. 2 foot curb spell at southwest corner.
59/1
Soffit Smart Flag
Moderate efflorescence In bays A-C. (1) longitudinal crack 30 feet from the south
side with heavy efflorescence. Patch at northwest corner of original slab.
01/1
ChannelCond
Manmade channel with regu_I_ated flows.
04/1
BankCond
Upstream - very steep sloped (1 % :1). Downstream - moderate sloped (3:1) both
slopes have grass, brush and trees at channel edges.
06/1
Debris Smart Flag
Dgbris and sediment bqUQ up In span 1.
011
Approach Guardrail A
No approach rails, transitions and terminatlons.
0/1
eni Remarks
See sketch for size and location of utilities.
Maintenance Activity Summary
MMS Activity Descriotion Recommended Status Year Comoleted Est Coat
06.05 iling 26/2007 1� 0010 1 V-00-00
Install transitions, approach rails and rail ends to meet current AASHTO/CDOT standards.
53.04 urface /4/2009 F11 0009 1110000
Replace concrete pavement in westbound lane, see photo.
Bridge Notes
insp001b inspection sia_english Tue 6/16/2009 09:20:38
Structure ID: FCPRST-0.I-BRTW pane -1 mf a
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service -'a e 20 of 2 ,
Colorado Department of Transportation Highway Number (ON) SO: 00000 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.000 mi
Inspection Notes
Partly cloudy -Light wind 12:45 71 Degrees
Scope:
❑✓ NBi: ❑� Element: [I Underwater: ❑ Fracture Critical: ❑ Other: Type: Re ular NBI
Inspector: DIETRICKB Inspection Team:
Inspection Date: 03104/2009
Inspector
Inspector
insp001b_inspection_ sia_english Mon 5/1/200913:45:26
Structure ID: FCPRST 0.1 BRTW
Page 184 of 311
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 21 of 29
TITLE: FC
LONT)
INC.
BY: W.ADPRST-0.I—BRTW
ACCOUNT: P08167
DATE: 3/4/09
SHEET NO.: 1 OF 2
PLAN
ELEVATION
LOOKING NORTH
WINGWALLS:
1'-0" THK. CONC. WALLS
1
1 67'
I I 1
6" APPR.
I
)WY.
I
i
ABUT.
I I I
I I
1
I
IMEDIA
TURN LANE
PIPE
—
---+—P2-il---
U
M
I
II Il�lzm
11I1
I
II IINI�N
�IIII
I
Z
I_
�F.
I
w—
I I II
ABUT.
a
�
a
I
l I
I
N
z
I
I CL
in I
I
o
1
24'-9" CLR./B.F.
li�'OL�-.1� lip �.�_..� 1�''�.� L� /ice L� •ice 1.� i�•.P
1�
Cvlm�:rva.: I 15'-4" CLR. SPAN (MAX.
NEW MERCER
C�j CANAL
i �—
4
CAhI8WhdU*GlENOffPftpecl70Qhd3B0*V-A%VLM7C $5*tEDENV 4pMWmbW,De6WQ9ervidd03) 620-0098 FAOW3IDb1=0—
INC.
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BY: W.A DPRST-0.I-BRTvV
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DATE: 3/4/09
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CITY OF FORT COLLINS INSPECTION
CITY OF FORT COLLINS
FCPRST-0.I-BRTW
PROSPECT ROAD OVER NEW MERCER CANAL
DECK LOOKING WEST
ELEVATION LOOKING SOUTH
3/4/2009
LONCO, Inc.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 25 of 29
CITY OF FORT COLLINS
FCPRST-0.I-BRTW
PROSPECT ROAD OVER NEW MERCER CANAL
UNDERSIDE VIEW LOOKING EAST
UNDERSIDE VIEW LOOKING SOUTH
3/4/2009
LONCO, Inc.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 26 of 29
CITY OF FORT COLLINS
FCPRST-0.I-BRTW
PROSPECT ROAD OVER NEW MERCER CANAL
3/4/2009
UNDERSIDE VIEW LOOKING SOUTH (PIPE)
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LONCO, Inc.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 27 of 29
CITY OF FORT COLLINS
FCPRST-0.I-BRTW
PROSPECT ROAD OVER NEW MERCER CANAL
SAND INFILTRATION BETWEEN PIPES AT THE WEST SIDE
3/4/2009
LONCO, Inc.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 28 of 29
CITY OF FORT COLLINS
FCPRST-0.I-BRTW
PROSPECT ROAD OVER NEW MERCER CANAL
CHANNEL LOOKING UPSTREAM
CHANNEL LOOKING DOWNSTREAM
3/4/2009
LONCO, Inc.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 29 of 29
Deck Looking West
Elevation Looking North
F:\1-010\P10172-CDOT Northern Area Cities Bridge Inspection Task 6\correspondence\OUTGOING CORRESPONDENCE\Critical Find
FCMULB-CRESTMR.doc
1700 Broadway Suite 1512, Denver GO 50290 • Phone (303) 620-0098 • Fax (303) 620-9397
1560 Wall 5treet Suite 222. Naperville IL 60563 • Phone (630) 577-9100 • Fax (630) 577-9199
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 3 of 29
City
Financial Services
of
Purchasing Division
215 N. Mason St. 2"" Floor
F6rt
Collins
PO Box 580
Fort Collins, CO 80522
970.221.6775
Purchasing
970.221.6707
fcgov.com/purchasing
REQUEST FOR PROPOSAL
7260 PROSPECT ROAD BRIDGE AND MULBERRY STREET BRIDGE
REPLACEMENT DESIGN SERVICE
The City of Fort Collins is requesting proposals from qualified firms to provide
engineering design, plan preparation, and construction engineering support services for
two bridge replacement projects, at West Prospect Road over New Mercer Ditch and at
West Mulberry Street over New Mercer Ditch.
Proposals may be submitted by E-mail. E-mail submittal shall be e-mailed to:
jstephen(a)fcgov.com. Please send a separate e-mail to confirm that your proposal was
received. If sending written proposals, five (5) copies, will be received at the City of Fort Collins'
Purchasing Division, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Proposals
will be received before 3:00 p.m. (our clock), August 5, 2011 and referenced as Proposal
No. 7260. 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.
The City of Ft Collins DBE goal is 7.2% but there is no specific project goal.
A pre -proposal meeting will be held July 21, 2010 at 2:00 P.M. at 215 North Mason, 2nd
Floor Training Room (2E), Fort Collins, CO.
Questions concerning the scope of the project should be directed to Project Manager, Jin Wang
at (970) 416-2292 or iwang(a�fcgov.com.
Questions regarding bid submittal or process should be directed to John Stephen, CPPO, LEED
AP, Senior Buyer, at (970) 221-6777 or istephent�fcgov.com.
A copy of the Proposal may be obtained as follows:
Download the Proposal/Bid from the BuySpeed Webpage,
www.fcgov.com/eprocurement
The City of Fort Collins is subject to public information laws, which permit access to most
records and documents. Proprietary information in your response must be clearly identified and
will be protected to the extent legally permissible. Proposals may not be marked 'Proprietary' in
their entirety. Information considered proprietary is limited to material treated as confidential in
the normal conduct of business, trade secrets, discount information, and individual product or
service pricing. Summary price information may not be designated as proprietary as such
information may be carried forward into other public documents. All provisions of any contract
resulting from this request for proposal will be public information.
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,
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 1 of 30
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.
Collusive or sham proposals: Any proposal deemed to be collusive or a sham proposal will be
rejected and reported to authorities as such. Your authorized signature of this proposal assures
that such proposal is genuine and is not a collusive or sham proposal.
The City of Fort Collins reserves the right to reject any and all proposals and to waive any
irregularities or informalities.
Sincerely,
James B. O'Neill II, CPPO, FNIGP
Director of Purchasing & Risk Management
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 2 of 30
Request for Proposal
7260 Prospect Road Bridge and Mulberry Street Bridge
Replacement Design Service
The City of Fort Collins is seeking proposals from qualified consultants to provide
engineering design, plan preparation, and construction engineering support services for
two bridge replacement projects, at West Prospect Road over New Mercer Ditch and at
West Mulberry Street over New Mercer Ditch. The City of Fort Collins reserves the
right to select either one consultant for both projects or two consultants for the
individual projects. All consultants submitting proposals shall be pre -qualified with
CDOT for BR - Bridge Design and the City desires to incorporate Urban Design into
replacement bridges.
Scope of Services: The services will consist of all services necessary to perform
design engineering of the replacement bridge's design, overall plan and specification
preparation, public open house assistance, report preparation, and permit application
assistance.
General Project Description: The City of Fort Collins is funding the design of two
bridge replacement projects. One project is located on West Prospect Road over New
Mercer Ditch; the other is located at West Mulberry Street over New Mercer Ditch. The
intent is to provide replacement bridges to the failing bridges. The replacement bridge
at West Mulberry Street will incorporate new sidewalk on the north side of the bridge.
Construction may be funded by the City of Fort Collins or in combination with federal
funds.
Project Requirements:
General Requirements
The consultant will be expected to provide a full range of engineering services for
the successful completion of construction plans and specifications. The services
shown below are not to be considered the final scope of work. The final scope of
work will be determined between the selected consultant and the City.
All work shall be completed using the latest AASHTO, CDOT, City of Fort Collins,
and ADA design and construction standards or guidelines, practices, and
procedures.
Structure Selection Report
The consultant will be provided with raw survey data of the project site. City
survey crews will be available to provide any additional survey information that
the consultant deems necessary for the project. The consultant is required to
produce the digital terrain model and existing topography from the raw survey
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 3 of 30
data. It is required that the project be tied into the High Accuracy Reference
Network (HARN).
The City will provide the consultant with property ownership and property line
information for the project.
The consultant shall conduct detailed research to update the existing utility
information. The consultant will be required to coordinate and request any
utilities potholing through the City. Potholing service will be provided by the
City's on -call contractor.
The consultant shall document the existing conditions in the report and plan.
A minimum of two structure alternatives shall be analyzed and included in the
report with cost estimates.
Structure selection reports shall be per CDOT requirements, incorporating, but
not limited to, any other information that is requested in this section.
Urban Design, if incorporated, shall be documented in the reports. A minimum of
two conceptual designs is required.
A public meeting is anticipated before the structure selection report is finalized.
The consultant shall provide the City with exhibits of alternatives analyzed for the
meeting and be in attendance as necessary.
Urban Design
The Consultant will develop two (2) urban design alternatives for each of the
replacement bridge. These alternatives will utilize sound Context Sensitive
Solution (CSS) principles of evoking the history, environment and culture of the
community into the design. The Consultant will meet with City staff to review the
alternatives and assist in the selection of a preferred alternative. Once a
preferred alternative is selected, it will be refined according to comments from
City staff and a presentation of that alternative will be made to the City of Fort
Collins. Color rendering and construction cost estimate of the preferred
alternative is required.
Public Outreach
The consultant will assist the City in public outreach program, typically involving
an open house. Bridge alternatives, urban design alternatives, and anticipate
schedules are typically presented at the open house.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 4 of 30
Preliminary Desian (FIR Plan
At this level, the consultant will be required to provide a design plan for key
components. The plan shall be in CDOT format.
All utilities conflicts must be identified. Relocation/removal plans must be
coordinated through the appropriate utility company.
Storm drainage shall be addressed at this level. The City stormwater design
criteria are to be followed. Drainage report may be required.
The consultant will be required to prepare all applications for necessary permits
required prior to construction.
All geotechnical investigation services required for the design of this project shall
be provided by the consultant. The consultant shall coordinate any soil boring
locations with the City. Testing for sulfates is required.
A FIR meeting with the City is required. A cost estimate update will be required.
The consultant will be responsible for preparing documents in accordance with
the National Environmental Policy Act of 1969 (NEPA) and federal, state and
local environmental regulations. Both projects are anticipated to be covered
under Categorical Exclusion (Cat Ex).
During construction if one acre or more of earth disturbance is anticipated a
CDPS permit is required. A Storm Water Management Plan (SWMP) is one of
the requirements for the CDPS permit. The City MS4 permit requirements are to
be followed.
Final Design (FOR Plan / Construction Bid Plan)
All required reports are to be completed.
The consultant will be required to prepare and complete all applications for
necessary design approval or construction permits.
A FOR meeting with the City is required. A final cost estimate update will be
required.
Final approved construction plans and specifications, sealed by a Colorado P.E.
are expected. A final cost estimate update is required if necessary.
An electronic copy of the construction plan and specification are to be submitted
to the City. Formats are to be in AutoCAD, MS Word and PDF.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 5 of 30
Construction Engineering Support: The selected consultant shall provide bidding
and construction engineering assistance, including the completion of as -built plans,
shop drawing review, and design change requests.
Project Schedule (Anticipated):
• Shortlist by
• Conduct Interviews and Selection
• Structure Selection Report by
• Design by
• Construction
Instruction to Consultants
Week of August 22, 2011
Week of September 5, 2011
January 2011
June 2012
October 2012
Submittal Requirements: Qualified consultants interested in performing the work
described in this RFP should submit the following.
1. Qualification of firm and staff proposed to perform the work on this project.
This should include resumes of staff to be used specifically on this project and
any recommendation/commendation letters received for similar past projects.
2. A list of similar projects (with references) completed in the last five years.
3. Critical issues that the consultant considers being important for the project.
4. Provide a scope of work (expended) with estimate hours that your firm feels
necessary for a successful delivery of construction bid plan and
specifications. Upon award of selection, the scope of work will be revised
with City staff to formulate the final scope of work for the project.
5. Provide a proposed project schedule based on the availability of your staff to
perform the work.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 6 of 30
2 — SELECTION PROCESS
Review and Assessment
Professional firms will be evaluated on the following criteria. These criteria will be the
basis for review of the written proposals and interview session.
The rating scale shall be from 1 to 5, with 1 being a poor rating, 3 being an average
rating, and 5 being an outstanding rating.
WEIGHTING
QUALIFICATION
STANDARD
FACTOR
2.0
Scope of Proposal
Does the proposal show an understanding of
the project objective, methodology to be used
and results that are desired from theproject?
2.0
Assigned
Do the persons who will be working on the
Personnel
project have the necessary skills? Are
sufficient people of the requisite skills assigned
to theproject?
1.0
Availability
Can the work be completed in the necessary
time? Can the target start and completion
dates be met? Are other qualified personnel
available to assist in meeting the project
schedule if required? Is the project team
available to attend meetings as required by the
Scope of Work?
1.0
Motivation
Is the firm interested and are they capable of
doing the work in the required time frame?
2.0
Firm Capability
Does the firm have the support capabilities the
assigned personnel require? Has the firm
done previous projects of this type and scope?
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 7 of 30
2.2 Reference evaluation (Top Ranked Firm)
The project Manager will check references using the following criteria. The evaluation
rankings will be labeled Satisfactory/Unsatisfactory.
QUALIFICATION
STANDARD
Overall Performance
Would you hire this Professional again? Did
they show the skills required by this project?
Timetable
Was the original Scope of Work completed
within the specified time? Were interim
deadlines met in a timely manner?
Was the Professional responsive to client needs;
Completeness
did the Professional anticipate problems? Were
problems solved quickly and effectively?
Budget
Was the original Scope of Work completed
within the project budget?
a) If a study, did it meet the Scope of Work?
b) If Professional administered a construction
Job Knowledge
contract, was the project functional upon
completion and did it operate properly?
Were problems corrected quickly and
effectively?
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 8 of 30
ATTACHMENT
ATTENTION CONSULTANTS - Notice
On June 21, 2001, in order to more narrowly tailor CDOT's DBE program to conform with the
results of CDOT's 2001 Disparity Study update, the Colorado Transportation Commission
adopted Resolution No. 966, which established a new definition of Underutilized DBE (UDBE)
for construction contracts and for consultant contracts and set a 10.93% overall annual DBE
goal for the remainder of FFY 2001 and for FFY 2002.
The Disparity Study Update found that ALL DBES were underutilized on CDOT construction
contracts and on CDOT consultant contracts, i.e., it determined that ALL DBES WILL BE
CONSIDERED TO BE UDBES. Since all CDOT DBEs are considered to be UDBEs, CDOT's
DBE list will also be the UDBE list.
Please contact Business Programs with questions about this change. Telephone: 303-757-9162
or 800-925-3427 or e-mail Karen.Gonzales@dot.state.co.us.
October 12, 2005
DISADVANTAGED BUSINESS ENTERPRISE
DEFINITIONS AND REQUIREMENTS
1. Definitions and Procedures - For this project, the following terms are defined:
A. Disadvantaged Business Enterprise (DBE). A small business concern that is certified as being:
1. At least 51 percent owned by one or more socially and economically disadvantaged
individuals or, in the case of any publicly owned business, at least 51 percent of the stock of
which is owned by one or more socially and economically disadvantaged individuals; and
2. Whose management and daily business operations are controlled by one or more of the
socially and economically disadvantaged individuals who own it.
3. "Socially and Economically Disadvantaged individuals' means those individuals who are
citizens or lawfully admitted permanent residents of the United States and who are:
(a) Minorities or individuals found by the Small Business Administration pursuant to Section
8(a) of the Small Business Act to be disadvantaged.
(b) Individuals found by CDOT's Office of Certification to be socially and economically
disadvantaged.
B. DBE Joint Venture. An association of two or more businesses formed to carry out a single
business enterprise for profit for which purposes they combine their property, capital, efforts, skills
and knowledge. DBE joint ventures must be certified as a joint venture. The DBE percentage of
the joint venture will be determined at the time of certification.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 9 of 30
C. Underutilized DBE (UDBE). A firm which meets the definition of Underutilized Disadvantaged
Business Enterprise (UDBE) based on the findings and recommendations of CDOT's Disparity
Study and is eligible to meet the contract goal as defined in the paragraph titled "Contract Goal."
D. Contract Goal. The goal for UDBE participation that the Department determines should
appropriately be met by the selected consultant, based on the type of work included in each
project and the availability of UDBEs capable of performing such work. The Contract goal will be
the percentage stated in the invitation for consultant services and in the project documents.
Certification as a DBE by the Department
1. Any small business may apply to the Colorado Department of Transportation (CDOT) for
status as a DBE. Application shall be made on forms provided by CDOT for certification of
DBEs. However, only work contracted or subcontracted to DBEs that also qualify as UDBEs
and independently performed by UDBEs shall be considered toward contract goals as
established elsewhere in these specifications.
2. It shall be the DBE applicant's responsibility to submit applications so that CDOT has sufficient
time to render decisions. CDOT will review applications in a timely manner but is not
committed to render decisions about a firm's DBE status within any given period of time.
3. The Department will make available a list of DBE contractors, consultants, vendors and
suppliers for the purpose of providing a reference source to assist any consultant in
identifying DBEs and UDBEs. Consultants will be solely responsible for verifying the
Certification of UDBEs they intend to use prior to submitting a Statement of Interest (SOL)
The DBE list is available at:
http://www.dot.state.co.us/app ucp/
2. Selection of UDBEs by Consultant:
A. Consultants shall exercise their own judgments in selecting any subconsultant to perform any
portion of the work.
3. Requirements
A. The use of UDBEs is an evaluation factor for consultant selection under Section 24-30-1403 (2)
CRS. All Consultants shall submit with their proposals a list of the names of their UDBE
subconsultants to meet the contract goal.
B. If the Consultant proposes to voluntarily use any non-UDBEs on the project, the Consultant shall
also submit the names of those DBEs. However, the non-UDBEs will not be used to meet the
UDBE goal for the project.
C. Evaluation points will be awarded for UDBE participation during the Statement of Interest (SOI)
scoring. A maximum of 5 evaluation points will be awarded for UDBE participation during the SOI
scoring. If the consultant doesn't submit sufficient UDBE participation to meet the project goal,
they may be awarded from 0 to 4 points, based on the amount of UDBE participation they submit.
The consultant must submit all UDBE participation commitments on either CDOT Form #1330 (for
NPS Contracts) or CDOT Form #1331 (for PS Contracts) with their SOI in order to receive the
corresponding evaluation points.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 10 of 30
Spall on the south side of concrete slab
F:\2010\P10172- CDOT Northern Area Cities Bridge Inspection Task 6\correspondence\OUTGOING CORRESPONDENCE\Criucal Find
FCMULB-CRESTMR.doc
1700 Broadway Suite 1512, Denver CO 50290 • Phone (303) 620-0098 • Fax (303) 620-9397
1560 Wall 5treet Suite 222, Naperville IL 60563 • Phone (630) 577-9100 • Fax (630) 577-9199
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 4 of 29
D. The selected consultant must use the UDBE firms named (if any) on CDOT Form #1330 or #1331
in the Statement of Interest for the items of work described. The replacement of a named UDBE
firm will be allowed only as provided for in (6) of the DBE Definitions and Requirements. Failure
to comply may constitute grounds for default and termination of the Contract.
E. Consultant's UDBE Obligation.
1. The Consultant submitting a Statement of Interest and a Work Plan on consultant projects
advertised by the Department agrees to ensure that UDBEs, as defined in this special
provision, have equal opportunity to participate in the performance of contracts or
subcontracts. The prime Consultant shall not discriminate on the basis of race, color,
national origin, or sex in the selection and bidding process or the performance of contracts.
2. To ensure that UDBEs are offered equal opportunity to participate in the performance of
contracts, it is the responsibility of the prime Consultant to offer and to provide assistance to
UDBEs related to the UDBE performance of the subcontract. However, the UDBE must
independently perform a commercially useful function on the project, as described in F(4)
below.
Counting UDBE Participation Toward Goals
1. Once a firm has been certified as a DBE that qualifies as a UDBE, the total dollar amount of
the contract awarded to the firm shall be counted toward the contract goal as explained
below, and as modified for the project in the project special provisions titled "Contract Goal."
2. The actual dollar total of a proposed subcontract, supply or service contract with any UDBE
firm shall be reported to the Department in the Consultant's Cost Proposal.
3. The eligibility of a proposed UDBE subconsultant will be finally established based on the
firm's status at the time the contract is signed. If a firm becomes certified as a DBE during
performance under a fully executed contract with CDOT but prior to the UDBE performing
any work, then 100% of the work performed by the firm under that contract may be claimed
as eligible work. No work performed by a UDBE firm can be counted toward UDBE
participation prior to the firm receiving certification as a DBE.
4. The Consultant may count toward its contract goal only that percentage of expenditures to
UDBEs which independently perform a commercially useful function in the work of a contract.
A UDBE is considered to be performing a commercially useful function by actually
performing, managing, and supervising the work involved. To determine whether a UDBE is
performing a commercially useful function, the Department will evaluate the amount of work
subcontracted, work performed solely by the UDBE, industry practices, and other relevant
factors.
5. A UDBE may enter into subcontracts consistent with normal industry practices. If a UDBE
subcontracts over 51 % of the work of the Contract the UDBE shall be presumed not to be
performing a commercially useful function. The UDBE may present evidence to rebut this
presumption to the Department.
6. The Consultant may count toward its contract goal the percentage of expenditures for
materials and supplies obtained from UDBE suppliers (regular dealers) and manufacturers
specifically for use on the project, provided that the UDBEs assume the actual and
contractual responsibility for and actually provide the materials and supplies.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 11 of 30
(a) The Consultant may count 100 percent of its expenditures to an UDBE manufacturer if
the purchased items are to be used on the project. A UDBE manufacturer is a certified
firm that operates or maintains a factory or establishment that produces on the premises
the materials or supplies obtained by the Consultant.
(b) The Consultant may count 60 percent of its expenditures to UDBE suppliers that are not
manufacturers, provided that the UDBE supplier performs a commercially useful function
in the supply process. A supplier is a certified firm that owns, operates, or maintains a
store, warehouse, or other establishment in which the materials or supplies required for
the performance of the Contract are bought, kept in stock, and regularly sold to the public
in the usual course of business. To be a supplier the firm must engage in, as its principal
business and in its own name, the purchase and sale of the products in question. A
supplier in such bulk items as steel, cement, gravel, stone, and petroleum products need
not keep such products in stock, if it owns or operates distribution equipment. Brokers
and packagers shall not be regarded as manufacturers or suppliers within the meaning of
this section.
(c) The Consultant may count toward its UDBE goal the following expenditures to UDBE
firms that are not manufacturers or suppliers:
1. The fees or commissions charged for providing a bona fide service, such as
professional, technical, consultant or managerial services and assistance in the
procurement of essential personnel, facilities, equipment, materials or supplies
required for performance of the Contract, provided that the fee or commission is
determined by the Department to be reasonable and not excessive as compared with
fees customarily allowed for similar services.
2. The fees charged for delivery of materials and supplies required to a job site (but not
the cost of the materials and supplies themselves) when the hauler, trucker, or
delivery service is not also the manufacturer of or a supplier of the materials and
supplies, provided that the fee is determined by the Department to be reasonable
and not excessive as compared with fees customarily allowed for similar services.
3. The fees or commissions charged for providing any bonds or insurance specifically
required for the performance of the Contract, provided that the fee or commission is
determined by the Department to be reasonable and not excessive as compared with
fees customarily allowed for similar services.
4. Determination of goal achievement
To determine the goals achieved under this Contract, the UDBE participation shall be
divided by the original prime Contract amount and multiplied by 100 to determine the
percentage of performance. The Consultant shall maintain records of payment that
show amounts paid to all UDBEs and DBEs. The Consultant shall submit a CDOT
Form #1313 with each billing/invoice to the Department listing all subconsultants
(including UDBEs and other DBEs) that participated in this Contract and the dollar
amount paid to each. The Consultant shall certify the amount paid, which may be
audited by the Department. When the participation by UDBEs is less than the
Consultant committed to the Department, the Consultant shall submit a statement to
CDOT along with the CDOT Form #1313 that indicates the amount of participation
and gives reasons why it was different from the Consultant's SOI commitment.
5. Replacement of UDBEs used to meet the contract goal
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 12 of 30
A. Based upon a showing of good cause the Consultant may request that a UDBE
named in the Consultant's Statement of Interest be replaced with another UDBE
pursuant to the terms and conditions of this special provision. Replacements will
be allowed only with prior written approval of the Department.
B. If a replacement is to be requested prior to the time that the named UDBE has
begun to effectively prosecute the work under a fully executed subcontract, the
Consultant shall furnish to the Department the following:
1. Written permission of the named UDBE. Written permission may be waived
only if such permission cannot be obtained for reasons beyond the control of
the Consultant.
2. A full written disclosure of the circumstances making it impossible for the
Consultant to comply with the condition of award.
3. Documentation of the Consultant's assistance to the UDBE named in the
Consultant's Statement of Interest.
4. Copies of any pertinent correspondence and documented verbal
communications between the Consultant and the named UDBE.
5. Documentation of the Good Faith Efforts in finding a replacement UDBE and
the results of the efforts. It is within the control of the Consultant to locate,
prior to award, UDBEs that offer reasonable prices and that could reasonably
be expected to perform the work. For this reason, increased cost shall not,
by itself, be considered sufficient reason for not providing an in -kind
replacement.
C. In the event a UDBE begins to prosecute the work and is unable to satisfactorily
complete performance of the work, the Consultant shall furnish to the
Department the following:
1. Documentation that the subject UDBE did not perform in a satisfactory
manner.
2. Documentation of the Consultant's assistance to the UDBE prior to finding
the UDBE in default.
3. A copy of the certified letter finding the UDBE to be in default or a letter from
the UDBE stating that it cannot complete the work and it is turning the work
back to the Consultant.
4. Copy of the contract between the Consultant and the UDBE, plus any
modifications thereto.
6. Sanctions
A. It is the obligation of the Consultant to provide UDBE firms with equal opportunity to participate in
the performance of the work.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 13 of 30
B. It is the responsibility of UDBE firms to perform their work in a responsible manner fully consistent
with the intent of the DBE program, and in substantial compliance with the terms and conditions
of these DBE definitions and requirements.
C. UDBE firms which fail to perform a commercially useful function as described in subsection 4(E)
of these DBE definitions and requirements or operate in a manner which is not consistent with the
intent of the DBE program may be subject to revocation of certification.
D. A finding by the Department that the Consultant has failed to comply with the terms and
conditions of these DBE definitions and requirements may constitute sufficient grounds for default
and termination of the Contract.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 14 of 30
ATTACHMENT 4
FEDERAL REQUIREMENTS
Federal laws and regulations that may be applicable to the Work include:
A. The "Uniform Administrative Requirements for Grants and Cooperative Agreements
to State and Local Governments (Common Rule), at 49 Code of Federal
Regulations, Part 18, except to the extent that other applicable federal
requirements (including the provisions of 23 CFR Parts 172 or 633 or 635) are
more specific than provisions of Part 18 and therefore supersede such Part 18
provisions. The requirements of 49 CFR 18 include, without limitation:
1. the Local Agency/Contractor shall follow applicable procurement procedures, as
required by section 18.36(d);
2. the Local Agency/Contractor shall request and obtain prior CDOT approval of
changes to any subcontracts in the manner, and to the extent required by,
applicable provisions of section 18.30;
3. the Local Agency/Contractor shall comply with section 18.37 concerning any
subgrants;
4. to expedite any CDOT approval, the Local Agency/Contractor's attorney, or
other authorized representative, shall also submit a letter to CDOT certifying
Local Agency/Contractor compliance with section 18.30 change order
procedures, and with 18.36(d) procurement procedures, and with 18.37
subgrant procedures, as applicable;
5. the Local Agency/Contractor shall incorporate the specific contract provisions
described in 18.36(i) (which are also deemed incorporated herein) into any
subcontract(s) for such services as terms and conditions of those subcontracts.
B. Executive Order 11246 of September 24, 1965 entitled "Equal Employment
Opportunity," as amended by Executive Order 11375 of October 13, 1967 and as
supplemented in Department of Labor regulations (41 CFR Chapter 60) (All
construction contracts awarded in excess of $10,000 by grantees and their
contractors or subgrantees).
C. The Copeland "Anti -Kickback" Act (18 U.S.C. 874) as supplemented in Department
of Labor regulations (29 CFR Part 3) (All contracts and subgrants for construction or
repair).
D. The Davis -Bacon Act (40 U.S.C. 276a to a-7) as supplemented by Department of
Labor regulations (29 CFR Part 5) (Construction contracts in excess of $2,000
awarded by grantees and subgrantees when required by Federal grant program
legislation. This act requires that all laborers and mechanics employed by
contractors or sub -contractors to work on construction projects financed by federal
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 15 of 30
assistance must be paid wages not less than those established for the locality of the
project by the Secretary of Labor).
E. Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40
U.S.C. 327-330) as supplemented by Department of Labor regulations (29 CFR
Part 5). (Construction contracts awarded by grantees and subgrantees in excess of
$2,000, and in excess of $2,500 for other contracts which involve the employment
of mechanics or laborers).
F. Standards, orders, or requirements issued under section 306 of the Clear Air Act
(42 U.S.C. 1857(h), section 508 of the Clean Water Act (33 U.S.C. 1368).
Executive Order 11738, and Environmental Protection Agency regulations (40 CFR
Part 15) (contracts, subcontracts, and subgrants of amounts in excess of $100,000).
G. Mandatory standards and policies relating to energy efficiency which are contained
in the state energy conservation plan issued in compliance with the Energy Policy
and Conservation Act (Pub. L. 94-163).
H. Office of Management and Budget Circulars A-87, A-21 or A-122, and A-102 or A-
110, whichever is applicable.
The Hatch Act (5 USC 1501-1508) and Public Law 95-454 Section 4728. These
statutes state that federal funds cannot be used for partisan political purposes of
any kind by any person or organization involved in the administration of federally -
assisted programs.
J. 42 USC 6101 et seg. 42 USC 2000d, 29 USC 794, and implementing regulation,
45 C.F.R. Part 80 et. seq.. These acts require that no person shall, on the grounds
of race, color, national origin, age, or handicap, be excluded from participation in or
be subjected to discrimination in any program or activity funded, in whole or part, by
federal funds;
K. The Americans with Disabilities Act (Public Law 101-336; 42 USC 12101, 12102,
12111-12117, 12131-12134, 12141-12150, 12161-12165, 12181-12189, 12201-
12213 47 USC 225 and 47 USC 611.
L. The Uniform Relocation Assistance and Real Property Acquisition Policies Act, as
amended (Public Law 91-646, as amended and Public Law 100-17, 101 Stat. 246-
256). (If the contractor is acquiring real property and displacing households or
businesses in the performance of this contract.)
M. The Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701
et seg.).
N. The Age Discrimination Act of 1975, 42 U.S.C. Sections 6101 et. seq. and its
implementing regulation, 45 C.F.R. Part 91;
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 16 of 30
Section 504 of the Rehabilitation Act of 1973, 29 U.S.C. 794, as amended, and
implementing regulation 45 C.F.R. Part 84.
O. 23 C.F.R. Part 172, concerning "Administration of Engineering and Design Related Contracts".
P. 23 C.F.R Part 633, concerning "Required Contract Provisions for Federal -Aid
Construction Contracts".
Q. 23 C.F.R. Part 635, concerning "Construction and Maintenance Provisions".
R. Title VI of the Civil Rights Act of 1964 and 162(a) of the Federal Aid Highway Act of
1973. The requirements for which are shown in the Nondiscrimination Provisions,
which are attached hereto and made a part hereof.
APRIL 1980
Nondiscrimination Provisions:
In compliance with Title VI of the Civil Rights Act of 1964 and with Section 162(a) of the
Federal Aid Highway Act of 1973, the Contractor, for itself, its assignees and
successors in interest, agree as follows:
A. Compliance with Regulations. The Contractor will comply with the Regulations of
the Department of Transportation relative to nondiscrimination in Federally assisted
programs of the Department of Transportation (Title 49, Code of Federal
Regulations, Part 21, hereinafter referred to as the "Regulations"), which are herein
incorporated by reference and made a part of this contract.
B. Nondiscrimination. The Contractor, with regard to the work performed by it after
award and prior to completion of the contract work, will not discriminate on the
ground of race, color, sex, mental or physical handicap or national origin in the
selection and retention of Subcontractors, including procurement of materials and
leases of equipment. The Contractor will not participate either directly or indirectly
in the discrimination prohibited by Section 21.5 of the Regulations, including
employment practices when the contract covers a program set forth in Appendix C
of the Regulations.
C. Solicitations for Subcontracts. Including Procurement of Materials and Equipment.
In all solicitations either by competitive bidding or negotiation made by the
Contractor for work to be performed under a subcontract, including procurement of
materials or equipment, each potential Subcontractor or supplier shall be notified by
the Contractor of the Contractor's obligations under this contract and the
Regulations relative to nondiscrimination on the ground of race, color, sex, mental
or physical handicap or national origin.
D. Information and Reports. The Contractor will provide all information and reports
required by the Regulations, or orders and instructions issued pursuant thereto and
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 17 of 30
will permit access to its books, records, accounts, other sources of information and
its facilities as may be determined by the State or the FHWA to be pertinent to
ascertain compliance with such Regulations, orders and instructions. Where any
information required of the Contractor is in the exclusive possession of another who
fails or refuses to furnish this information, the Contractor shall so certify to the State,
or the FHWA as appropriate and shall set forth what efforts have been made to
obtain the information.
E. Sanctions for Noncompliance. In the event of the Contractor's noncompliance with
the nondiscrimination provisions of this contract, the State shall impose such
contract sanctions as it or the FHWA may determine to be appropriate, including,
but not limited to:
Withholding of payments to the Contractor under the contract until the
Contractor complies, and/or;
2. Cancellation, termination or suspension of the contract, in whole or in part.
F. Incorporation of Provisions. The Contractor will include the provisions of
paragraphs A through F in every subcontract, including procurement of materials
and leases of equipment, unless exempt by the Regulations, orders, or instructions
issued pursuant thereto. The Contractor will take such action with respect to any
subcontract or procurement as the State or the FHWA may direct as a means of
enforcing such provisions including sanctions for noncompliance; provided,
however, that, in the event the Contractor becomes involved in, or is threatened
with, litigation with a Subcontractor or supplier as a result of such direction, the
Contractor may request the State to enter into such litigation to protect the interest
of the State and in addition, the Contractor may request the FHWA to enter into
such litigation to protect the interests of the United States.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 18 of 30
ATTACHMENT
Certification for Federal -Aid Contracts
The contractor certifies, by signing this contract, to the best of its knowledge and belief,
that:
No Federal appropriated funds have been paid or will be paid, by or on behalf or the
undersigned, to any person for influencing or attempting to influence an officer or
employee of any Federal agency, a Member of Congress, an officer or employee of
Congress, or an employee of a Member of Congress in connection with the
awarding of any Federal loan, the entering into of any cooperative agreement, and
the extension, continuation, renewal, amendment, or modification of any Federal
contract, grant, loan, or cooperative agreement.
2. If any funds other than Federal appropriated funds have been paid or will be paid to
any person for influencing or attempting to influence an officer or of Congress, or an
employee of a Member of Congress in connection with this Federal contract, grant,
loan, or cooperative agreement, the undersigned shall complete and submit
Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its
instructions.
This certification is a material representation of fact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is a
prerequisite for making or entering into this transaction imposed by Section 1352, Title
31, U.S. Code. Any person who fails to file the required certification shall be subject to a
civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
The prospective participant also agree by submitting his or her bid or proposal that he or
she shall require that the language of this certification be included in all lower tier
subcontracts, which exceed $100,000 and that all such subrecipients shall certify and
disclose accordingly.
Required by 23 CFR 635.112
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 19 of 30
COLORADO DEPARTMENT OF TRANSPORTATION
CERTIFICATE OF PROPOSED
DBE PARTICIPATION FOR
CMS #:
Anticipated Location(s):
Project:
Sheet:
of
PROJECT SPECIFIC (PS)
CONSULTANT CONTRACTS
Contract DBE Goal:
Will Your DBE % Meet The Goal (box C)?
%
❑ YES ❑ tJ0
Instructions For Prime Consultant:
• An cater cf the oorsuhant must complete and submit an original copy of this form as par, of the Commendation Section of your PS contract
Statement Of Interest (Sol).
• Submit a separate'_DOT Form 41331 for each pmoosed DBE.
• Acach a signed Letter of Acceptance and copy cf DBE certificate from each DBE firm.
• Retain a photocopy for your records.
(NOTE: See -g C: R part 28 55, and -.he DBE De@ridon_ and Requirement- section of the contract. for further infom:aticn concerning counting D13E
participation toward the contract's DBE goal.)
NAME OF DBE SUBCONSULTANT
ITEMS OF WORK TO BE PERFORMED
BY DBE SUBCONSULTAHT
.Z
REQUIRED ATTACHMENTS: ❑ Letter of Acceptance ❑ DBE certificate
/-1 C , i m
A) What percentage of the overall contract is this proposed subcontract, supplylvendor`contract, OR,
ser ice/broker contract? A> °
NOTE: Calculate :i based on actual subcontrac= dollars and not prme contras prices. Only report % amounts
that are eligible for counting toward •tie contract goal (See DBE Definniom ard.Requiiementa in contract).
B)'::hat is the total percentage value of proposed DBE participation,from prior sheets,'fomms? B>
} ` 1
C) What is the accumulatro•elp tentage Cal e of the overall contract that is committed to DBEs?
.% ..� � _) '� C>
111.7
C=[A + B)
I certify that:
• my company has accepted a proposal from the DBE subconsultant named above.
• my company has notified the proposed DBE subconsultant of the commitment % of work (Letter of Acceptance is ar ached).
• my company's use of the proposed DBE subconsultant for the items of work listed above is a condition of the contract award.
• my companywill not use a substitute DBE subconsultant for the proposed DBE subconsulttant's failure to perform under a fully
executed subcomract, unless my company complies with the DBE Definitions and Requirements section of the contract.
• In addition, if my company does not meet the intended DBE goal for this contract and is unable to document adequate good
fanh efflons, I understand that my companywill receive a poor contract performance rating from CDOT, which w111 negamely
impact the scoring of our Statements Of Interest (SOI) on future CDOT contracts.
I declare under penalty of perjury in the second degree, and any other applicable state or federal laws. that the statements
made on this document are true and complete to the best of my knowledge.
COMPANY NAME:
DATE:
� r
COMPANY OFFICER SIGNATURE:
TITLE:
teai�za..ua..�eee:
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 20 of 30
EXHIBIT 2
PRINCIPALS
5teven C. Banks, P.E.
William R Epp, P.E., S.E.
Mark A. Hemouz, F.E. L0_ _(0, INC*
J.P. Illes, P.E.
Civil, Structural & Tran6portation Engineering, Since 1962
FORT COLLINS, COLORADO
Critical Bridge Finding
March 18, 2011
Mr. Jin, Wang, P.E., Civil Engineer II
Transportation Services
281 North College Avenue
P.O. Box 580
Fort Collins. CO 8522-0580
Re: Structure Number FCPRST-O.I-BRTW
Dear Jin,
A550CIATE5
Daniel J. Bechtold, P.E., 5.E.
William A. Dietrick, P.E.
David A. Krell, P.E.
Mark J. McDonald, PE.. 5.E.
Michael J. Yanku, P.E.
This letter is to inform you of a "Critical Finding" (structural or safety related deficiency that requires
immediate follow-up inspection or action) in regards to the bridge on Prospect Road over the New Mercer
Canal. We have signs of distress in the right westbound lane of a potential localized deck/superstructure
failure. The concrete pavement above the distressed area near abutment 2 has settled and is severely
cracked. The deck Flange between the twin tee girders supporting this area (girders E/F) has physically
deflected (currently sagging) with sounding of delamination. There are distress cracks in girder E at this
same location. Upon this finding on Wednesday March 16, we notified you by phone and you
immediately responded to this location. We appreciate your quick response!
It is our recommendation that this lane be temporarily closed until further investigation/assessment can be
made. Possible restriping and barricading off this lane of the roadway may be necessary to keep traffic
flow operational.
We will be contacting you within 10 working days to determine what action has been taken.
Sincerely,
Bill A. Dietrick, P.E.
Bridge Inspection Department Manager
Cc: Jeffery Anderson, P.E., CDOT, Karen Mondragon, CDOT and Matt Greer, P.E., ll
Att:photos
1700 Broadway Suite 1512, Denver CO 80290 • Phone (303) 620-0098 • Fax (305) 020-9397
1156 1 Stre 5u�t 2�22 IJap rvilleI 6�5�3 • PhPnee�� Ca �5.77 59100 •Fax (630) 577-91��9 5 of 2g
Addendum rospec oa n ge & Nful�6erry Stree n ge Rep ac a ign ervice ge
PROFESSIONAL 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 "Professional'.
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 Professional agrees to provide services in accordance
with the scope of services attached hereto as Exhibit "A", consisting of ( )
page , 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 ( ) page, and incorporated herein by this reference.
3. Contract Period. 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 four (4) additional one year periods. Renewals and pricing
changes shall be negotiated by and agreed to by both parties. The Denver Boulder Greeley
CPIU published by the Colorado State Planning and Budget Office will be used as a guide.
Written notice of renewal shall be provided to the Professional and mailed no later than ninety
(90) days prior to contract end.
4. Early Termination by City. Notwithstanding the time periods contained herein,
the City may terminate this Agreement at any time without cause by providing written notice of
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 21 of 30
termination to the Professional. Such notice shall be delivered at least fifteen (15) days prior to
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:
Professional:
City:
With Copy to:
City of Fort Collins
City of Fort Collins , Purchasing
Attn:
PO Box 580
PO Box 580
Fort Collins, CO 80522
Fort Collins, CO 80522
In the event of any such early termination by the City, the Professional shall be paid for services
rendered prior to the date of termination, subject only to the satisfactory performance of the
Professional's obligations under this Agreement. Such payment shall be the Professional's sole
right and remedy for such termination.
5. Design, Project Indemnity and Insurance Responsibility. The Professional shall
be responsible for the professional quality, technical accuracy, timely completion and the
coordination of all services rendered by the Professional, including but not limited to designs,
plans, reports, specifications, and drawings and shall, without additional compensation,
promptly remedy and correct any errors, omissions, or other deficiencies. The Professional
shall indemnify, save and hold harmless the City, its officers and employees in accordance with
Colorado law, from all damages whatsoever, claimed by third parties against the City; and for the
City's costs and reasonable attorneys fees, arising directly or indirectly out of the Professional's
negligent performance of any of the services furnished under this Agreement. The Professional
shall maintain commercial general liability insurance in the amount of $500,000 combined single
limits and errors and omissions insurance in the amount of $ Optional: according to the
Insurance Requirements attached hereto as Exhibit " ", consisting of one (1) page.
6. Compensation. [Use this paragraph or Option 1 below.] In consideration of
the services to be performed pursuant to this Agreement, the City agrees to pay Professional a
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 22 of 30
fixed fee in the amount of ($ ) plus reimbursable direct costs. All such fees and
costs shall not exceed ($ ). Monthly partial payments based upon the Professional's
billings and itemized statements are permissible. The amounts of all such partial payments
shall be based upon the Professional's City -verified progress in completing the services to be
performed pursuant hereto and upon the City's approval of the Professional's actual
reimbursable expenses. [Optional] Insert Subcontractor Clause Final payment shall be made
following acceptance of the work by the City. Upon final payment, all designs, plans, reports,
specifications, drawings, and other services rendered by the Professional shall become the sole
property of the City.
6. Compensation. [Option 11 In consideration of the services to be performed
pursuant to this Agreement, the City agrees to pay Professional on a time and reimbursable
direct cost basis according to the following schedule:
Hourly billing rates:
Reimbursable direct costs:
with maximum compensation (for both Professional's time and reimbursable direct costs) not to
exceed ($ ). Monthly partial payments based upon the Professional's billings and
itemized statements of reimbursable direct costs are permissible. The amounts of all such
partial payments shall be based upon the Professional's City -verified progress in completing the
services to be performed pursuant hereto and upon the City's approval of the Professional's
reimbursable direct costs. Final payment shall be made following acceptance of the work by the
City. Upon final payment, all designs, plans, reports, specifications, drawings and other
services rendered by the Professional shall become the sole property of the City.
7. City Representative. The City will designate, prior to commencement of work, its
project representative who shall make, within the scope of his or her authority, all necessary and
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 23 of 30
proper decisions with reference to the project. All requests for contract interpretations, change
orders, and other clarification or instruction shall be directed to the City Representative.
8. Project Drawings. [Optional] Upon conclusion of the project and before final
payment, the Professional shall provide the City with reproducible drawings of the project
containing accurate information on the project as constructed. Drawings shall be of archival,
prepared on stable Mylar base material using a non -fading process to provide for long storage
and high quality reproduction. "CD" disc of the as -built drawings shall also be submitted to the
City in an AutoCAD version no older then the established city standard.
9. Monthly Report. Commencing thirty (30) days after the date of execution of this
Agreement and every thirty (30) days thereafter, Professional is required to provide the City
Representative with a written report of the status of the work with respect to the Scope of
Services, Work Schedule, and other material information. Failure to provide any required
monthly report may, at the option of the City, suspend the processing of any partial payment
request.
10. Independent Contractor. The services to be performed by Professional are those
of an independent contractor and not of an employee of the City of Fort Collins. The City shall
not be responsible for withholding any portion of Professional's compensation hereunder for the
payment of FICA, Workers' Compensation, other taxes or benefits or for any other purpose.
11. Personal Services. It is understood that the City enters into this Agreement
based on the special abilities of the Professional and that this Agreement shall be considered as
an agreement for personal services. Accordingly, the Professional shall neither assign any
responsibilities nor delegate any duties arising under this Agreement without the prior written
consent of the City.
12. Acceptance Not Waiver. The City's approval of drawings, designs, plans,
specifications, reports, and incidental work or materials furnished hereunder shall not in any way
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 24 of 30
relieve the Professional of responsibility for the quality or technical accuracy of the work. 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.
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.
14. Remedies. In the event a party has been declared in default, such defaulting
party shall be allowed a period of ten (10) days within which to cure said default. In the event
the default remains uncorrected, the party 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 parry's reasonable attorney fees
and costs incurred because of the default.
15. Bindinq Effect. This writing, together with the exhibits hereto, constitutes the
entire 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. 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.
17. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101,
C.R.S., et. seq., Professional represents and agrees that:
a. As of the date of this Agreement:
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 25 of 30
1. Professional does not knowingly employ or contract with an illegal alien
who will perform work under this Agreement; and
2. Professional 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. Professional 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. Professional 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 Professional obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien, Professional
shall:
1. Notify such subcontractor and the City within three days that Professional
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 Professional
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. Professional shall comply with any reasonable request by the Colorado
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.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 26 of 30
f. If Professional 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, Professional shall be liable for actual and consequential
damages to the City arising out of Professional's violation of Subsection 8-17.5-102,
C.R.S.
g. The City will notify the Office of the Secretary of State if Professional violates this
provision of this Agreement and the City terminates the Agreement for such breach.
18. Special Provisions. [Optional] Special provisions or conditions relating to the
services to be performed pursuant to this Agreement are set forth in Exhibit " ", consisting
of ( ) pages, attached hereto and incorporated herein by this reference.
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 27 of 30
THE CITY OF FORT COLLINS, COLORADO
By:
James B. O'Neill II, CPPO, FNIGP
Director of Purchasing & Risk Management
DATE:
ATTEST:
City Clerk
APPROVED AS TO FORM:
Assistant City Attorney
[Insert Professional's name] or
[Insert Partnership Name] or
[Insert individual's name] or
Doing business as [insert name of business]
By:
Title:
CORPORATE PRESIDENT OR VICE PRESIDENT
Date:
ATTEST:
Corporate Secretary
(Corporate Seal)
RFP 7260 Prospect Road & Mulberry Street Bridge Replacement Design Service Page 28 of 30
INSURANCE REQUIREMENTS
1. The Professional 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 Professional 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 Professional, 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 Professional under this Agreement. The City, its officers, agents and
employees shall be named as additional insureds on the Professional'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 Professional shall maintain
during the life of this Agreement for all of the Professional's employees engaged in work
performed under this agreement:
1. 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 Professional 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 Professional 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.
RFP 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 29 of 30
[Optional]
EXHIBIT " "
CONFIDENTIALITY
IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the "City") pursuant to
this Agreement (the "Agreement"), the Professional hereby acknowledges that it has been
informed that the City has established policies and procedures with regard to the handling of
confidential information and other sensitive materials.
In consideration of access to certain information, data and material (hereinafter individually and
collectively, regardless of nature, referred to as "information") that are the property of and/or
relate to the City or its employees, customers or suppliers, which access is related to the
performance of services that the Professional has agreed to perform, the Professional hereby
acknowledges and agrees as follows:
That information that has or will come into its possession or knowledge in connection with the
performance of services for the City may be confidential and/or proprietary. The Professional
agrees to treat as confidential (a) all information that is owned by the City, or that relates to the
business of the City , or that is used by the City in carrying on business, and (b) all information
that is proprietary to a third party (including but not limited to customers and suppliers of the
City) . The Professional shall not disclose any such information to any person not having a
legitimate need -to -know for purposes authorized by the City. Further, the Professional shall not
use such information to obtain any economic or other benefit for itself, or any third party, except
as specifically authorized by the City.
The foregoing to the contrary notwithstanding, the Professional understands that it shall have no
obligation under this Agreement with respect to information and material that (a) becomes
generally known to the public by publication or some means other than a breach of duty of this
Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the
request for such disclosure is proper and the disclosure does not exceed that which is required.
In the event of any disclosure under (b) above, the Professional shall furnish a copy of this
Agreement to anyone to whom it is required to make such disclosure and shall promptly advise
the City in writing of each such disclosure.
In the event that the Professional ceases to perform services for the City, or the City so requests
for any reason, the Professional shall promptly return to the City any and all information
described hereinabove, including all copies, notes and/or summaries (handwritten or
mechanically produced) thereof, in its possession or control or as to which it otherwise has
access.
The Professional understands and agrees that the City's remedies at law for a breach of the
Professional's obligations under this Confidentiality Agreement may be inadequate and that the
City shall, in the event of any such breach, be entitled to seek equitable relief (including without
limitation preliminary and permanent injunctive relief and specific performance) in addition to all
other remedies provided hereunder or available at law.
RFP 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 30 of 30
-. - - __�
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Diotreooed Roadway
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F92010\P10172- CDOT Northern Area Cities Bridge Inspection Task 6\correspondence\OUTGOING CORRESPONDENCBCritical Find
FCPRST-0. I-BRTW.doc
1700 6roadway 5uite 1512, Denver CC 80290 • Phone (303) 620-0098 • Fax (303) 620-9397
1VN&$11 Strer�t��Suit Pd22, , rvillcjJ 6�g5 3 - hpne�03( 1577-59120 9 Fax (630) 577-91�9
Addendum rospec oad gn ge & �ilrEierry ree n ge Rep ace ant esign a ice ge 6 of 29
EXHIBIT 3
MAINTENANCE RECOMMENDATIONS
CITY OF FORT COLLINS
MULBERR-CRSTMRE
Mulberry Street over Mercer Ditch
11/13/2008
URGENT REPAIRS
I. None
TOTAL OF URGENT REPAIRS
PROGRAMMED REPAIRS
I. None
ESTIMATED COSTS
$0
TOTAL OF PROGRAMMED REPAIRS $0
SAFETY IMPROVEMENTS
1. Install bridge rails, transitions, approach rails and rail ends to meet current $23.600
AASHTO standards.
TOTAL OF SAFETY IMPROVEMENTS $23,600
Noted repairs are those considered significant in returning the structure to near
original condition and/or to restore safety. The costs are based on approximate
quantities, estimated labor and equipment. Field verification by local personnel
is suggested prior to establishing budgets for repair work.
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 7 of 29
COLORADO DEPARTMENT OF TRANSPORTATION FEW
turaa
LOAD FACTOR RATING SUMMARY — G j"^=
a using Tnwey•
Asphait thickness: mm I.D.
❑ Colorado legal loads)a Interstate iagai loads ue ype S
P o, c
aralleistructurea 4
E
ctural member
Metric tans (Tors)
Inventory 32•c (�(-A
Operating
Type 3 truck ( ) ( ) ( ) ( )
Type 3S2 truck ( ) ( ) ( ) ( )
Type 3-2 truck ( ) ( ) ( ) ( )
Permit truck ( ) ( ) ( ) ( )
D Type 3 Truck (��a Type 3S2 Truck T 32 Truck
LO
COWrado z„ t 27 two) r J�{ � Type Colorado 2�.6 maoic tnrs r17 rarl C69r b &6 nretwo (Z5, 8
Caloraoo 3a6 rtstrq tons (42,5 tonal IN
36.t+rarvraev
coaado
Sad rtroeta� (tZ5 bnl
1
Metrietons Tens'Zinc
1 ( V
Matrictore Tong Metriclons
Comments Tons
A�P4t_
BRIDGE REINSPECTED BUT
Dam Chocked
r+"""►y� Dam
C f 3lz l `"" s tcyr;,,r
Previous editions an obsolete and mayrot bo usod , CaOT Form m q t/4S
.. .. �. .. l.. .. a .. .. r. ..
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service -Page S of 29 '
Highway Number (ON) 5D: MULBE U
Colorado
Department of Transportation
Mile Post (ON)11:
0.000 mi
Structure Inspection and Inventory Report (English Units)
Bridge Key: MULBERR-CRSTMRE Inspection Date: 11/13/2008
Sufficiency Rating:77.4
Not Ap
L dSectn 2E/2M:
4•
Hist Signif 37:5
---
_ linspeci Date 91-
Lrans Region 2T
03
Posting status 41:
A
SI Date 9= _
lCounly Code 3:
:069
Service onlun 42A/B:_
5 15
AnAe Cost 94__
$ 0
FLARIMER
Main Mat/Desgn 43A/8:_
_
Roadway Cost 95:
$ 0
dace Code 4: _.
27425
Air MaUDesgn 44AIS J1
0
Total Cost 96:
$ 0
iFORT COLLINS
Main Spans Unit 45: i
1
Year of Cost Estimate 97:
Rlte.(O�
Ap rp oach Spans 46:
'0
iBrdr Brdg Code/'l', 98A/8:
Sgning Prefer 5B:
5
iHonz Clr 4�7-
50.0 It
Border Snd a Number 99.
0
'Level of Service 5C:
1
Max Spa_ n 48., �
16.2 fl
Defense Highway 100_,
0
'Directional Sub& 5EJ
0
tr Leryth 49.__
-18.2 ft
rallel Shucture tAR:
N
iFeature Intersected 6T
Kurt Wdth VR 5OA16:
TO ft i4.4 ft
_ 'on of TrafBe 1 -
2
MERCER DITCH
Width Curb to Curb 51
50.0 ft
em - S_tructlxe 103
_
Facility Carried 7:7
idth Out to Out 52:
58.6 ft
�fighway System 104:
0
MULBERRY STREET
,Peck Area:
1,087.2 so. ft
Fed Lands Hiwey 105:
D
lias Str No_BA:
Min C_Ir Ovr BriJg 53:
:99.99
Year Reconstructed 106
0000
163
Min Undrehr Ref 54A:
Ni
1
ill Str No. 8P
Min Undrol�
10.0 (tft
W ea irg— Suda�ce 108A
6
Min Lot Clmce Ref R 55A
�N
Memb_ran ems_
0
�ocation 9: '
Min Lat Undrelr R
0.0 R
Deck Protection tO6C:
0
JUST E OF cRESTMORE
Min Let Let U�
0
ruck ADT 109:
2
_Max CIr10:
99.99
Dec: 58:
6
_rk Net 11D:
0 - - - - - - -
BaseHiway Nat12:
A
uper 59:
6
Piet Protection 111:
IrsinvRout 13A-�_
:
i0000000000
Nub_W
7
-
IBIS Length 112:_
N
IrssubRoutNot38:
i00
,ChanneWrotechon 6 l:
7
ur Critical 173:
B
latitude 16. 7-- -
40d 34' 55"
jCulvert 62:
N —
our Watch 113M:
n de 17:
�9ftu -.
'105d OB' 3T
rtn Rt�Method 63:
_�9 9
5 No rating
uture ADT 114:
[F..._.
11.a00
FRangel9A: _
'.N
Qrerating Rating 64:
40.0
Near of Future ADT 1 t
2009
Rownship1i98:
'N
Inv Rtng Method 65:
5
Str Type 120A:_
CDTPG
SBctioolBC:
N
LInventory Rating 66:_
360
CDOT Constr Type 120E
21
DetourDetour L�
1.0 mi
�Asph/FiU Thick 1.
003 "in"
pnspection Indic 122A:
Toll Facilhy 2D:_
3
Str. Evaluation 67.
6
nspection Trip 122AA
Custodian 21:
4
Deck Geometry 68: _
3
ache Status 1228'
- —
IOwrter22:
'14
Un VVert/Hor 69:
N
7vleintenance Patrol 123.
0
Functional Class 26:',
116
(Ming 70
5
Expansion
0
ear Built 27:
;1950
Watermy Adequacy 7',
'8
$rdg Rai Typsi 125A/B
XX 0 —
on 28A:
4
Approaoh Ah nnnent 72.
8
Posting Trucks 129A/8/C
0 0 O
Under 28B:
�—
Type of Work 75A:
Str Rating Date 130:
3/21/1990
OT 29:
�6.0m
Work Done By 75S.
Speieal Equip 133:
- --
earear off
1989
Length of I mpro�
0.0 ft
Vert Clr N/E 134A/B/C;
X 99.90 '000
Design Load 31:
0
Insp Team Indicator
Lonco, Inc.
Vert CIr SJWt
X 99, gp 0-D—
Rows Width32L.
50.01
Inspector Name 9OC:
JAR % ACA
Vertical Clr Date:
Median 33:
0
Frequency 91. _ -
24 months
Weight Limit Color 139
0
skew 34: _
0.00 °
FC Frequency 92A:
-1
Str Billing Type:
IIC
trocture Flared 35:
0 -
UW Frequency 928:
-1
Userkey 1 -System:
ONsys
ftY Rail 36a1b/c/d:
0 0 0 0
SI Fie uency 92C:
Userkey 7-Update Ind,
'I ht�
46"in'
FC Inspection Date 93A:�
_ -_�—
Inspector Name:
-AR / ACA
insp001b-inspection_sia english
Mon 11/24/200812:46:33
Structure ID: MULBERR-CRSTMRE
0--- , '. A
Addendum 1 - 7260 Prospect Road Bridge & Mulberry Street Bridge Replacement Design Service Page 9 of 29