HomeMy WebLinkAboutRESPONSE - BID - 7268 LINDEN STREET BRIDGE REPAIRSCITY OF FORT COLLINS
BID PROPOSAL
7268 Linden Street Bridge Repairs
BID OPENING: 3:00 P.M. lour clock), August 24, 2011
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS
FOR Linden Street Bridge Repairs PER THE BID INVITATION AND ANY REFERENCED
SPECIFICATIONS:
The City of Fort Collins Engineering Department is requesting bids for partial removal of
existing sidewalk on the bridge, replacement sidewalk, partial removal of deck, deck repair
and waterproofing membrane.
All specifications are on the plan sheet.
Contract must be completed in 21 calendar days after notice to proceed.
Awarded contractor must enter into the attached service agreement (for your review) and
provide the required insurance (Exhibit B).
Bidder Qualifications
A. At least (3) three years consistent, hands on experience in commercial construction
and awarded contractor must be able to demonstrate this through references.
B. Please provide list of at least (3) three jobs completed with contact information
including current name and phone number.
7268 Linden Street Bridge Replacement Page 3 of 37
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CITY OF FORT 'COLLINS, COLORADO
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Addendum 1 - 7268 Linden Street Bridge Repairs
LEGEND
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na� y e
as tin
INDEX
GENERAL NOTES
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Page 7e(2
ORARE ADAD
BRIDGE EXTENSION
PLAN
In
L ♦\
Q — �
DETAIL 'A'
nn
SECTION A -A
SECTION C-C
(TrP. BOTH AEOTa.)
PART PLAN EXIST. BRIDGE
18NOWINO PREPARATDRT WORN)
VIEW a-B
ELEVATION OF WINOWALL
PLAN
(FRONT FACE)
FLAN ABUTMENT EPLAN ABUTMENT %TENBIONS�[� [e.
__ xx +- o[wxro itr/ wn _•«__ _.= _.�et.uAZ�� TARANTO. STANTON 6 TAGGE�DRAKE ROAD IMPROVEMENTS EXTENSION DETAILS 16TARANTO. STANTON 6 TAGGE�DRAKE ROAD IMPROVEMENTB�BRIDGE EXTENSION DETAILS 16
Y�[wR_u.xrm_rrt:'1-__.nus. wxw[nxowaixe[x[ T4
f xo.2v_a}<_ [arccoum.w[o. xownm4xns CITY OF FORT COLLINS. COLORADO CHIMER No. Y CANAL
Addendum 1 -7268 Linden Street Bridge Repairs I Pape 8.126
x
d
a t
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DETAIL
i
B
(10 REQUIRED) t
y�
SECTION C-C
ha "5st.
z
i«'•
-414
DETAIL A
Addendum 1 - 7269 Linden Street Bddge Repairs
AT END AT BIDSPAR
BECTIION THRU BEAM
28'- Q' PRESYRESSED DOUBLE -TEE DETAIL
HALF PLAN OF BEAM
�[«, w:.icm:.."Wxnn�imia niix.e...mmr.xaeu. un m..m .
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TARANTO• STANTON 6 TAOOE DRAKE ROAD IMPROVEMENTS I BRIOOE EXTENSION DETAILS
.P.W h.v__unWW—WIC'_-r.d«Iq o/(p0� C..."... [MGW." 'B
roncauRAcaw •awrwE,rmR CITY OF FORT COLLINS.COLORADO LARIMER No 2 CANAL 18
Pege Qt1®7
-EXHIBIT 4 -DRAKE BRIDGE 2009 INSPECTION REPORT
COLORADO DEPARTMENT W. r►,,,NSPORTATION tur '
`:LOAD. FACTOR RATING SUMMARY L
ate sing_ atc
Asphalt thickness: Z FxJ Colorado legal loads tructure type
Interstate legal bCDTPG
ads ara a structure
N/A
Metric.tnna rr-..-k ��u:.J_.:-- .
-.
Inventory MS 18
(HS 20)
- -
32.7 (36.0)
- - - s'.vnar
3Ze7 C3G.o�
svialric Iona Ilona) .
Metric tons (Tons)
Operating MS 18
(HS 20)
36.4 (40.0)
36. y CyO,D�
Type 3-truck
Type 3S2 truck
Type 3-2 truck
eermit .truck
Type 3 Truck
Ft"ate 21.8 metric toro (24 tans)
ColNado 24.5 metric lam (27'toro)
Type 3S2 Truck Type 3-2 Truck
d�l erstate 34S nxlric loro (.1a•lens) Nerslole
Cobrodo 38.6 metric Mans (425 tons) AA4meWc Tans (39'tm)
e
7Bb metric lom'(425•tons
V VV V V BRWE REINSI�i � BQNOT
BERATED BY LONCO, INC.
Metric tnno
Comments
-- --' - - -
• �...
'ivlatric tons .i ons -
NO POSTING REQUIRED `�
B9I•hRm®f/t6R4/ZODI
RW,r,
1'77777.,.;.
Updated from original visual :rating dated
Q
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hs 6re
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BRIDGE REINSPECTED BUT NOT
BR
svrwrxai==Ry
,
ERated.by
Haynes, P.E. /
Date
31IZZST
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Addendum 1 - 7268 Linden Street Bridge Repairs Page 10 of 23
Colorado Department of Transportation Highway Number (ON) 5D: 00000 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)l1: 0.100 mt
Bridge Key: FCDRK-0.I-MDWLK Inspection Date: 3/5/2009 Sufficiency Rating:84.8 Not Ell
r✓Sectn 2E/2M: 41 %t F39: 5r� - W In eOfoh bate:93 r��
ZTS g-
WE
�13 _ 1 abutia 1 - y� .. I Dete. 3G.�., ,� . -.
1089 _ �1-5� rid a Cost 94:iso
Cost 95: ��
Place Code 4:. 7425 up �� otal Cost 96: W
FORT COLLINS _� : _ 14-y-.a LM 49- r—' earof Cost Estimate 97: F-
Rte. OntUnder 5A: I' - na _ rdr Brdg Code/% 98A/B: r—�-
"Pmfix tar di" ' - o 6 k order Brid a Number 99 VC: _ 2k efense Hi hwa 100: 10
SE: % {J;. 0 0 It arallal Struc dre 101:1d 8: �tYSi ' FOR � .9 k kactlonio}tTia}60.102 "
Ladmer Co. Canal No. 2 - - p',ch1ff£utG i1•l 8.8 k ern or-- :Stiudture l - r�
[FacilityCarded 7: C.11tt ldOr� U.e ...... I hwa S stem 104:
Drake Road,. ,.. �,723.3 sq. k P.
red Lands HIYIa 105: 111
ias Str No.BA: ; - ear Reconstructed 106
� ... ... ... ... .. - UVM* 13#1114lk:_ - rNck f "e_107:" : ='r Sri 7
[Pdl Sir No. 8P .0 Ifit-ead ;Siidace 108A
' LFinoa�efR iN� Bmb �ner108B k':r
ocation 9: Lot: .0 It edkEr6teoli 'a 08C:
.1 MI E of Meadowlark Av re -< 1 ruck ADT 109: r%
9.99 rk Net 110: 00
aseHiwa Netl2: _- �— p ... . ler Protection 111:-
rsinvRout 73A 000000000 BnWit
112: ry
rssubRoutNol3B: "- $1"
o 1 113: _
titude 18: r-Od-33' 1-0' - - =<< - _' N- -- - - -
r_ _ 113M: �l ;
on nude 17: 105d 05' 04' -van W _ FWo ratInq _ ..: uture ADT 114:
an e18A: .9 W___ -" •; 0000 ear of Fulure ADTi1 027
ovmshi 18B: N rry rhothod W p Do. T 8 - 12oA:: �CDTPG
ectionlBC: 8 .R'.{_ �=_ 60 DOT.Conslt:T' et'208 21 ---
Detour Len th 19: 1.0 mi { --'..- F' `� 10 9n".. n3 liohlndlo1.122Ai
oil Facili 20: frWiutds 67 -. S .�.. _ . _. ti§ tbn:.Tn-;122A'A
ustodian 21: - fj8tim - -_ �_- edulln - Status122B
wner 22: 4- aintenance Patrol 123 �-
unctlonal Class —25.-6 14 anslo DevL'I' 12:.
ear Built V., It 1935 .- : .....� Yd all, ` Mod.f25A/B O �_
8�._ _ osNnru6ks:129' 'C:
mi
3of Work'i'Sr+.; r� tr Ratln Date 130 17/19975,471 � drk L1dna 7 � ibal E ul `it 33 ��'7n th+d! mo�€rea710k ediClrNIE 134A/WC Taam !kJ'tai¢t ono0 erGClr SIW;135A%B/ - 999.00
0.0 k r f2aiaa :- DIETRIOKB a cal G F ate tom? --
n3ea/bW&f.
- .!!$`3 4 months el t Limit Color: 1 0���
9.00' - � .
E�.�—tomtrr��1
If f' -- = Berke 7i1 dat _ _ _ FFSYS
Re "In' t�
.. rM•1 1 -
nspector Name: DIETFI CKB
insp001b_inspection_sla_english Mon 6/1/20D913:45:26
Structure ID: FCDRK-0.I-MDWLK Pace33 of 311
Addendum 1 - 7268 Linden Street Bridge Repairs Page 11 of 23
Colorado Department of Transportation Highway Number (ON) 51): 00000 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.100 mi
Elam/Env
Description
Element Notes
26/1
Bridge Wingwails
Concrete wall monolithic with widenings. 8 inch x 6 inch x 2 inch deep spall at end
of northeast wingwall.
3/1
ther Bridge Flailing:-_ _.
0)-4Inch diameter and (1)=451nch diameter galvanized steel tube pedestrian rails
on'5:in& 7.inch.. galvanized'steel H ost6 on concrete wall. Ught efflorescence at
cold joint; Hairifne.cracking in concrete at bolt locations.
38/1
Conc Curbs/SW
6 inch x 8 inch curbs and 9.5 Inch x 9 feet -11 Inch sidewalk on south and 8 feet -0
inch sidewalk on north, (no curb). Longitudinal crack full length of south sidewalk
with small popouts.
40h.
uperetr Cnc Qoating
Structural oonerete:doatmg Peeling on cutside,edge-of north side for full length.,
Graffiti on south parapet „
9/1
Soffit Smart Flag
Bay T has light to moderate efflorescence with deterloration/cracks, see photo. A
few minor spalls near a few tie plates.
011,1 '.
hanmel Cond ',
Manmade channelwith,regulated flows. Banksare beginning to slump
04/1
3ankCond
Very steep sloped (1.5 to 1) with dense grass and scattered trees above normal
high water level. Slumping at northwest and southeast banks.
05/1
Debris Smart, Fle9
Tumbleweeds at north end.ofbridge, -see photo. •-.- ,
10/1
Naterway Adequ.
Normal water level is 12 inch below girders, high water mark 4 inch above bottom of
girders.
30/1
pproach Guardrail A .: .
No approach rails; transitions:and terminations
0011
snl Remarks
3 Inch steel utility pipe between girders H/I.
Maintenance Activity Summary
MMS Activitv Description Recommended StatusYear Comoleted Est Cost
06.05 Railing /28/2007in010 0000 J
Install transitions, approach rails and rail ends to meet current AASHTO/CDOT standards.
51.00 is.lnsp /28/2007 U 010 00
Monitor cracks in double T girder at re-entrant corners of widenings and along girder stems every
year.
53.20 urface /5/2009 10 009 0000
Overlay verlay deck.
Insp001b_lnspectior_sia_english Mon 6/l/200913:45:26
Structure ID: FCDRK-0.I-MDWLK Page 35 of 311
Addendum 1 - 7268 Linden Street Bridge Repairs Page 12 of 23
Colorado Department of Transportation Highway Number (ON) 5D: 00000 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)l 1: 0.100 mi
Element Inspection Report
Elm/En
Description
Unit
otal City
0/6 In 11
CS 11%
In 2
CS 2
�/. In
CS 3
% In
CS 4
In �
CS 5
13/1
Unp Cone DecWAC Ovi
(SF)
1,814
0 /1
C
0 0%
C
100 %
1,81
00%
0%
C
Unp Cone Slab/AC Ovi
�(SF)
1.111:
00
/k
C
100 1%,
911
109/1
P/S Cone Open Girder
(I-F)
63C
97%
614
1 %
E
I %
f
00%
0%
C
21511,:.
R/Conc Abutment.. ... . ....
(ILF)
221/1
Cone Pile Cap/Ftq
(EA)
1100%
1
01
1
0%
1
0
C
0%
808/1
Con-
Str
V)
33
,6 %
106%
= 33C
C
01/c
326/1
Bridge WIngwalls
(EA)
4100%
00/
0%
00/1
C
0%
C
33311
Other. Bridge Raill ng�-
(LF)
6C
100
.,6(
-:.:0'%
C
0 0%
C
-�o `/
o
'C
338/1
Cone Curbs/SW
(LF)
6C
60
3(
50%
3C
0%
C
0%
0 O/C
340/1'.-
Supertir Cfic' coating
_0Y
0T
l:'
(.100
- C/C
A
0. OX
J
35911
Soffit Smart Flag
(EA)
1
0
C
100 T�
1
0%
C
0 %
C
0%
501/1
Channel i5an d�
(EA)
i 6o!,
1
C
0 %
C
30411
BankCond
(EA)
1100%
1
0
C
00
0 %
C
0%309/1
C
. ... ....... ...
Debria$ Smart Fl�g.
(EA)-100%-
X
0 0
00%
C
Q
510/1
Waterway Adequ.
(EA)
1100%
1
0
0 %
0
0 %
W-1:7
Approach Guardra A�-
, �,�i
i- �
-
:.af
----O'a
/J:
7
� L�-' A
-6
- 1. C
01 %
500/1 lGenl
Remarks
(EA)
1100
/1
Y
0 -.A
C
0 ly�
0
C
ElemfEnv
Description
Element Notes
13/1
Unp Cone Deck(AC OvI
Patched pothole in westbound lane with moderate to heavy cracking throughout.
Deep spalling In top flange of girder V at south flow line, see photo=CS3.
3 9/1
ur-1P ....-,-.10-iri�ch:a'sohalt6hi8;inchconcrLite
slab, (b riginaQ -and 27 Inch slab at south,
wideninigs:under. s-idewalk..(2)srfiW[ spalls on the edbe of. deck an the south side
18inch-x6Inch kalnbh-deepspa[la-t-southeast -corner 6f'slab at:vjin
9-and longitudinalcracking ,ln asohaitpavng.With .,,i
Patched: potholes: '..
10911
PIS Cone Open Girder
(1 0)-double T sections and (1) single T section. Sizes vary (see sketches).
Widenings designed with re-entrant at bearings with ends of prestressing tendons
exposed. Diagonal hairline shear crack midheight for 6 feet (prestressing). Concrete
diaphragms at abutments. Girders are charred from fire. Girder U has spall with 2
feet of (R2 rusting) exposed rebar and tendons 6 feet from Al. Several small
cracks or surface spalls at ends of girders A-D at Al and at Q. Spall with exposed
rebar on girder N. Horizontal cracking along strand of girder V=7 feet.
RIConc Abutman ' t:----::
Wall, Slpresent at low water level on waltz(1) spad at Ala glh
7
surface abrasion-Fffiroug-fiaut; _ —
221/1
one Pile Cap/Ftg
Top surface of footing was exposed at Al -north end, see photo.
30011
Constr. Non Exp Jt
(1:1) construction joints at edge of both widenings of ciriginal concrete slab and at:
double Thorth and single Tsouft Slight leakage. Grouted keyways at double
joints. Leaking full length at all joints-."-
lnspOOlb-inspectJor_sia-english Man 6/15/2009 10:29:20
Structure ID: FCDRK-0.1-MDWLK 0,. 0 M a
Addendum 1 - 7268 Linden Street Bridge Repairs Page 13 of 23
Colorado Department of Transportation Highway Number (ON) 5D: 00000 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)1 1: 0.100 mi
Maintenance Activity Summary
MMS Activity Description Recommended Status Year Comoleted Est Cost
54.02 Pr Maint /5/2009 11 11000
Patch spalis in girder V, see photo.
Bridge Notes
Insp001b_Inspection_sia_engllsh Mon SIV2009 13:45:26
Structure ID: FCDRK-0.I-MDWLK Paoe36 of311
Addendum 1 - 7268 Linden Street Bridge Repairs Page 14 of 23
Colorado Department of Transportation Highway Number (ON) 5D: 00000 U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.100 mi
Inspection Notes
Partly cloudybreazy 13= 61 Degrees
Scope:
❑✓ NBI: [?]Element: []Underwater: []Fracture Critical: ❑ Other: Type: egular NBI
Inspector: DIETRICKB Inspection Team:
Inspection Date: 03/05/2009
�J
Inspector
Inspector
Insp001b_inspection_sla_english Mon 6/15/200910:41:44
Structure ID: FCDRK-0.1 MDWLK
Pana6of5
Addendum 1 - 7268 Linden Street Bridge Repairs Page 15 of 23
EXHIBIT 1 — REVISED BID SCHEDULE
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT COST
TOTAL
202-01
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (SIDEWALK)
SY
61
202-02
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 1)
SF
750
'
202-03
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2A)
SF
750
Z '
202-04
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2B)
SF
750
13-
202-05
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3)
SF
90
6 '
202-06
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3A)
SF
90
L "
202-07
SAWING CONCRETE (1 "INCH)
LF
409
'
515-01
WATERPROOFING (MEMBRANE)
SY
822
-7 S�
601-01
CONCRETE CLASS D (BRIDGE)
CY
23
601-02
CONCRETE (PATCHING) (CLASS 1)
SF
750-
601-03
CONCRETE (PATCHING) (CLASS 2A)
SF
750
)
�J
601-04
CONCRETE (PATCHING) (CLASS 2B)
SF
750
1) zsv
601-05
CONCRETE (PATCHING) (CLASS 3)
SF
90
601-06
CONCRETE (PATCHING) (CLASS 3B)
SF
90
3
602-01
REINFORCING STEEL (EPDXY COATED)
LB
1,000
'
0 00
626-01
MOBILIZATION (LINDEN BRIDGE)
LS
1
626-02
MOBILIZATION (DRAKE BRIDGE)
LS
1
'
leoo
30 » "
530-01
CONSTRUCTION ZONE TRAFFIC CONTROL (LINDEN BRIDGE)
LS
1
,
_e
- . itN ,,�. T .7 TOTAL BID COST
TOTAL BID COST IN WORDS: DOLLARS
Addendum 1 - 7268 Linden Street Bridge Repairs Page 2 of 23
hw
73, 453
FCORK-0.I-MDWLK
LONGD,INC.
BY: W.A.D ACCOUNT:
P08167
DATE: 3/05/09 SHEET NO.: 1
LARIMER COUNTY
CANAL NO. 2
WINGWALLS:
1'-O" WIDE CONC.
NORTH
. ca
zz 1ST N. WIDENING
oz
N 10*
3_UTILITY LINE
--___—
9`2.
6 _ _
��
qe ORIG. '51' SKEW
C7 RDG.
�
EL
RD.
—_
o
`9. Li
o.
o
rl
ly\) 179 A�
V4
1 ST S.-------
PLAN
WIDENING
2ND S.
WIDENING
3RD
WIDENING
30'-0" B.F/B.F.
ABUTMENTS:
CONC. WALLS
ELEVATION
LOOKING NORTH
25'-2" CLR. SPAN SKEW
15'-1 Oh" 1
90'-10" 0/01 (144'-4" 0/0 SKEW)
1'-2"
78'-7"
9'-11 "
S.W.
8'-0" '-0"
S.W. RAVE
-- ------------- -
-
6" TO 10" ASPHALT
O1 10" CONC. SLAB
I
in
Ito
n
A B C D E F G H I J K L M N 0 P Q R S T U V
W
3" STL. PIPE
I (5) PRESTRESSED CONC. _I 19'-4"t 5 PRESTRESSED CONC.
DOUBLE TEE SECTIONS
-8"t SK DOUBLE TEE SECTIONS
SECTION
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CITY OF FORT COLLINS INSPECTION
STREAMBED HISTORY
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Structure Number: FCDRK-0.I-MDWLK
Performed By: ACA
Inspection Date: 3/5/2009
Year
Al
+5
Bridge CL
+18
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2003
4.4
4.7
4.9
4.2
3.5
2005
4.3
4.7
5-0
4.6
4.2
• ••• 2007
4.6
4.9
5.3
4.8
4.4
.• jY;... 2009
4.5
4.8
5.3
4.3
4.0
CITY OF FORT COLLINS
FCDRK-0.I-MDWLK
DRAKE ROAD OVER LARIMER CO. CANAL NO.2
3/5/2009
DECK LOOKING WEST
t li`Y s, w=a
ELEVATION LOOKING SOUTH
Addendum 1 -7268 Linden Street Bridge Repairs
LONCO, Inc.
Page 18 of 23
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CITY OF FORT COLLINS FCDRK•0.1-MDWLK
DRAKE ROAD OVER LARIMER CO. CANAL NO.2
3/5/2009
TUMBLEWEED BUILD UP AT THE NORTH SIDE
EXPOSED FOOTING AT AI AT THE
NORTHWEST CORNER
LONCO, Inc.
Addendum 1 - 7268 Linden Street Bridge Repairs Page 20 of 23
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CITY OF FORT COLLINS FCDRK-0.I-MDWLK
DRAKE ROAD OVER LARIMER CO. CANAL NO.2
3/5/2009
SPALLING IN THE TOP FLANGE OF GIRDER V
POTHOLE IN THE SIDEWALK AT THE SOUTHSIDE
LONCO, Inc.
Addendum 1 - 7268 Linden Street Bridge Repairs Page 22 of 23
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BID SCHEDULE
Service Provider to provide all work per specifications.
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT COST
TOTAL
202-01
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (SIDEWALK)
SY
61
202-02
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 1)
SF
750
202-03
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2A)
SF
750
202-04
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 213)
SF
750
202-05
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3)
SF
90
202-06
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3A)
SF
90
202-07
SAWING CONCRETE (1 "INCH)
LF
409
51541
WATERPROOFING (MEMBRANE)
Sy
822
601-01
CONCRETE CLASS D (BRIDGE)
CY
23
601-02
CONCRETE (PATCHING) (CLASS I)
SF
750
601-03
CONCRETE (PATCHING) (CLASS 2A)
SF
750
601-04
CONCRETE (PATCHING) (CLASS 2B)
SF
750
601-05
CONCRETE (PATCHING) (CLASS 3)
SF
90
601-06
CONCRETE (PATCHING) (CLASS 3B)
SF
90
602-01
REINFORCING STEEL (EPDXY COATED)
LB
1,000
626-01
MOBILIZATION
LS
1
630-01
CONSTRUCTION ZONE TRAFFIC CONTROL
LS
1
TOTAL BID COST
TOTAL BID COST IN WORDS:
FIRM NAME
SIGNATURE
ADDRESS
PHONE/FAX #
Partnership, DBA, LLC, or PC
o peA/ V; cw l Pt p+-t 67
9 -7v 6 zZ - A227 I2)1 Ci?a S7®-I M
E-MAIL ADDRESS M,W „Vv4t_9fl L ✓, yd0�444 . -CM
iAA00CA10VM Jj,JC-
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DOLLARS
7268 Linden Street Bridge Replacement Page 4 of 37
PROJECT REFERENCES
104-10 Project:
Sunset Bathhouse
$1,165,261.00
Tax Exempt#89-12280-
Bonded
Owner:
City of Longmont
Jeff Friesner
Start 10/30/10
Purchasing & Contracts
303-651-8393
Est End 10/31 /11
1100 S. Sherman St.
Longmont, CO 80501
303-651-8349 - Fax 303-651-8588
101-10 Project:
Water's Way Neighborhood Park
$1,216,250.0
715 Fairbourne Way, Ft. Collins
Bonded
Owner:
City of Fort Collins
Matt Day
Start 6/1/11
Park Planning & Development
970-224-6096
Est End 10/31/11
215 N. Mason St., PO Box 560
Ft. Collins, CO 80522-0580
970-221-6775 - Fax 970-221-6707
Water Feature Renovation at
#104-09 Project:
Fossil Creek Community Park
Bid #7025
$174,677.00
5833 S. Lemay, Ft. Collins
Bonded
Tax Exempt #89-12280-0031
Owner:
City of Fort Collins
Kathleen Benedict
Start 05/26/2009
Park Planning & Development
kbenedict@fcgov.com
End 09/01/2009
215 N. Mason St., PO Box 560
970-476-2260
Fort Collins, CO 80522-0580
Cell 9-222-5795
970-221-6775 - Fax 970-221-6707
Fax 9-221-6586
City of
Fort Collins
Purchasing
ADDENDUM No. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of BID 7268: Linden Street Bridge Repairs
OPENING DATE: 3:00 PM (Our Clock) August 24, 2011
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/Purchasing
To all prospective bidders under the specifications and contract documents described
above, the following changes/additions are hereby made and detailed in the following
sections of this addendum:
Clarifications from pre -bid:
1) Removal of portions of present structure (sidewalk) is full depth removal of
sidewalk, to the top of concrete bridge deck.
2) Class 3 & 3A removal and patching do not include forming and shoring. These
will be addressed on a case by case basis.
3) Standard working hours are 8am to 6pm, Monday thru Friday. Saturday and
extended working hours may be permitted upon approval of the project manager.
4) Notice to proceed target date is the first week of September.
5) At least (3) three years consistent, hands on experience in commercial
CONCRETE construction and awarded contractor must be able to demonstrate
this through references. -
6) There are no liquidated damages on this project.
Changes/Additions:
Exhibit 1 — Revised Bid Schedule
Exhibit 2 — Addition of Drake Bridge
Exhibit 3 — Existing Drake Bridge Plan
Exhibit 4 — Drake Bridge 2009 Inspection Report
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 - 7268 Linden Street Bridge Repairs Page 1 of 23
EXHIBIT 1 - REVISED BID SCHEDULE
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT COST
TOTAL
202-01
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (SIDEWALK)
SY
61
202-02
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 1)
SF
750
202-03
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2A)
SF
750
202-04
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 2B)
SF
750
202-05
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3)
SF
90
202-06
REMOVAL OF PORTIONS OF PRESENT STRUCTURE (CLASS 3A)
SF
90
202-07
SAWING CONCRETE (1 -INCH)
LF
409
515-01
WATERPROOFING (MEMBRANE)
SY
822
601-01
CONCRETE CLASS D (BRIDGE)
CY
23
601-02
CONCRETE (PATCHING) (CLASS 1)
SF
750
601-03
CONCRETE (PATCHING) (CLASS 2A)
SF
750
601-04
CONCRETE (PATCHING)(CLASS 2B)
SF
750
601-05
CONCRETE (PATCHING) (CLASS 3)
SF
90
601-06
CONCRETE (PATCHING) (CLASS 3B)
SF
90
602-01
REINFORCING STEEL (EPDXY COATED)
LB
1,000
626-01
MOBILIZATION (LINDEN BRIDGE)
LS
1
626-02
MOBILIZATION (DRAKE BRIDGE)
LS
1
630-01
CONSTRUCTION ZONE TRAFFIC CONTROL (LINDEN BRIDGE)
LS
1
TOTAL BID COST
TOTAL BID COST IN WORDS: DOLLARS
Addendum 1 - 7268 Linden Street Bridge Repairs Page 2 of 23
EXHIBIT 2 — ADDITION OF DRAKE BRIDGE
The bids schedule was revised to included repair to Drake Bridge over Larimer Canal
No 2. This bridge is located between Meadowlark Ave / Research Blvd on the west,
and Redwing Rd / Bay Rd on the east. The scope of work will be removal of portions of
present structure and concrete (patching). Current schedule estimated removal and
concrete patching to be September 22n and 23rd for the south half of the bridge, and
September 28fh and 29th for the north half of the bridge. Work to be performed under
existing road closure for both phases. Locations of removal will be marked on the bare
concrete deck by the City. Existing bridge plan and 2009 inspection report are
attached.
Drake Bridge over Larimer Canal No. 2
Addendum 1 - 7268 Linden Street Bridge Repairs Page 3 of 23
Gf+
G o-0 q
1h
South end of bridge
Addendum t -7268 Linden Street Bridge Repairs Page 4 of 23
FOOTING DETAIL
BEAMS
TYPE 'A'
TYPE 'B' tia
TYPE "C'
TYPE
ML
ABUTMENT WALL DETAIL
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