HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (8)MAR-04-03
TUE 03:55 PM CITY/FT COLLINS, PURCHAS
FAX NO, 970 2216707
P.07/10
Project:
Lemay Avenue Widening Project
ADDENDUM #1 BID SCHEDULE
spoQ ttem
Number tlaatr(pdon
F-adniated
Una
L,gMy Avenue
Quarro!)t
unit cat
item coat
Mdenina QuanHtles•
202.01 Remove pipe (Rep, CMP, PVC)
202-02 Remove Existing Wingwalls at Stone Creak Box culvert
180
LF
I .3 0 `
3 uiJ
202-03 Remove Existing Parapet Railing at Stone Creek Box Culvert
2
FA
-
202.04 Remove Vertical2
Curb And Gutter
EA
�, p c0
N�I� JJ
202-05 Remove Concrete Sidewalk
3,05E
LF
—�J .
_
J lG �• �
ZI �
202-W Remove Crosspan and Aprons
7,898
SF
2D2-07 Remove Asphalt Sidewalk (4" Thick)
8,386
SF
I I U
`I�d
202-0$
Asphalt Taper Mill (0`-2" Depth)
15.2ao
SF
c-
T L, ,— --
j
202,409
Rotomill Asphalt Pavement (0"-2- Depth)
420
Sy
202-10
Rotomill Asphalt Pavement (5"-10' Depth)
7,715
SY-
202-11
Remove Existing Rip -Rap
141600
SY
202-12
Remove Trash Pile at South Ridge Greens Goff Course
2.941
SF
(U
I 1
202-13
Remove Existing Barricade (Type Ill)
1
LS
L �ko0.00 _
dUD C<
202-14
Remove Existing Willow Tres a! Stone Creak Boy Culvert
1
EA
202-15
Remove Fence (Various Types)
1
EA
_ ! G ii iJ�i
i bU U
202-16
Remove Existing Silt Fence
11135
LF
202-17
Remove power poleAnclor$
486
LF
202.18
Cap Irrigation Sprinklers
6
EA
�''
li cc
202-19
Remove Manhole Cone Section - Abandon Sewer
6
EA
i
202-20
Remove and Dispose of 2" to 4- Sprinkler Pipe
3
r-A
_ -( C G
1
LS
(UC<).00-'
IbE:0 CEO
203-01
Unclassified Excavation
203-02
Embankment - (CIP)
11,535
CY
X Lc _.
6 Oct.
203-03
Haul 8 Dispose
3,
Y26E C
203-04
GOO Course Grading
8.269
CY�
203-05
Borrow ABC (Class 5 or 6) - (CIP)
1
LS
I C G . G G
02 [ 00. Co
203-06
Muck Excavation - (CIP)
300
TON
_ 1(' . ((
_ � U f U - p
203-67
Topsoil -(Stri
(Stripping, Stockpiling, Plating) - 8" Depth
$00
CY
`{ SIG
203-08
Topsoil - (Stripping, Haut O"ite)
5.210
CY
20:"9
Temporary Access Road (Golf Course Maintenance Building)
1,73SICY
203-10
MedianSpla$bUock/Hardscapeshe Ping - (CIP)
LS
203.11
Grade Stone Creek Channel Flowline and Slopes
13,350
SF
Sic
I , U QJ 0 U
203-12
Graded Flow Channel (Park Property)
1
LS
_
203-13
Potholing
340
LF
203-14
Median Specialty Work (Excavation above light and Power Duct Bank)
1
LS
1 i �C O
( 0 o C c
203-15
Flowfill Section Over Shallow Utilities
1,750
CY
!� `✓i?(, L
1,800
LF
_
208-01
Structure Excavation
206-02
Borrow Structural Backfill Material (R-Value > 25)
4.863
CY
2066-03
Structural BaWil Flow Fill
3•aw
CY
iC Cc
L. Cq
206 04
Filter Material (1 1/2" Washed Rock)
250
CY
5`1 C p
_ C V
206.05
Dewatering
372
TON
� - C C
i (1, k(lL.r 00
206-06
Structure Haul and Dispose
1
L S
1 fa , I h D. L- G
— U. t
206-07
Structure Muck Excavation
4,863
CY
1 � p
_- co
225
CY
72.60
207.01
Wetland Topsoil
207-02
Import Topsoil Screened 3" De Ptli (BOC) - (CIP)
100
CY
/�] -pG
1.200
CY
I Cr . 00
208-01
Erosion Control
1
LS
)b�O.Ce
210-01
Adjust Manhole Ping/Cover
210.02
Modify Manhole
11
EA
Qe40 CO
lr uf1 o0
210-03
Adjust Valve Box (FCLWO)
5
IA
0 •0f'
'�L-p� 0L`
210-04
Relocate Blow Off (FCLWD)�
19
EA
(61 ).
U 4
2
Ea
(UdU
MAR-04-03
TUE 03:56 PM CITY/FT COLLINS, PURCHAS
FAX NO. 970 2216707
—
P,08/10
ProJeCt: Lernay Avenue Widening Project
ADDENDUM 7#1 BID SCHEDULE
specatem -
Number Descrfptton
Esdnated
304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (GP)
Quantity
Unit Unit Cost
item cost
304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth- (CIP)
137 0,794
TON
r cr
TON
ail bG
306-01
Reconditioning (81)
19,015
SY
307.01
Ftyash Subgrads Stabilization - (12%)
33,649
SY
f . ,(j
IU ( �01`. • GO
403-01
403-02
Hot Bituminous Pavement - Grading S (3' Depth) - (pG 64_28)
Hot Bituminous Pavement
7,079
TON
_
403-03
- Grading SG (4" Depth) - (PG 64-Z2) ) - (PG 64-28
Asphalt Paver Patching - Grading S (3" Depth)
7,807
TON
h�C"'
I h(
403-04
Asphalt Paver Patching •Grading SG (4' Depth) - (PG G{ 222 1
215
TON
j { G
I I t I k l� i0
403-05
Asphalt Patching - Grading SG (4' Depth) - (PG 64,7Z)
495
TON
q - C
— d 3 2k . 0 0
403-05
80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth)
69
TON
g - (do
S "} r _ CO
32
TON
1(on.c•0
_SId-C�.OZi
42M1
Geotextile Paving Membrane
420-02
Geogrid Stabilization Fabric
9,000
SY
I �
10 LC ('10
11188
SY
. Ub _
c✓���1i) . U l
50"1
45'xW Type L Rip -Rap, 6' Topsoil ('CIP Per Detail) Sta. 22+50 It
506-02
22x50' Type LRip-Rap. 8" Topsoil (CIP Per Detail) Ste. 22+50 rt
506-03
10k10' Type L Rlp-Rap, 6" Topsoil (CIP Per Detail) eta. 37+00 Lt—��'
1
LS
OC'
5W134
1 OWV Type L Rip Rap, 6" Top Sob (CIP Per Detail) Sta, 5t•+30 Lt
1
LS
2D ,
�1 0 �;Q
1
Ls
1�Oo.r7n
I[�OOCO
601-01
10' x 12' Pedestrian Underpass with Skylights
601-02
4' x 12' Pre Cast Box Culvert - Winpwttgs / ParaDhet Walls and Toe Walls
180
LF
C ?�00 1)
601-03
R S R Parapet Walls a Stone Creek Box Culvert
1
LF
- I l OC> L)O
26
Q(i__
603-01
15" ADS N-12
603-02
15" ADS N•12 FES with Grate
25
LF
C ()
( 9�57 •0 0
603-03
15' RCP Class III
1
EA
�C�,�"
603-04
18" RCP Class III
300
LF
LLhO�OC
603.05
24" RCP Class III
25
LF
.-- Lim
603-06
24' RCP Class It FES with Grate
18
LF
_ (< , C b
_ 1Gi1 tV 6 00
603-07
Remove and Reset Existing 30' ADS FES
1
EA
-G 0
---� .00
603-08
Concrete Joint Encasements
1
EA
0 O
4r ) . C) t,
603-09
Median Underdrain Pipe System - (4" Perforated Pipe)
4
- I L)l
QO l) 0
603-10
Median Underdrain Pipe System - (4" Solid Pipe)
LF
I Cc
5W-11
Connect 4" PVC Solid Median Underdrain to a new 4' Manhole
15
$15
LF
I (p , p l^
0 ((1, (•('?
$03-12
90 Degree PVC Band (4')
1
EA
50 .00
� - .Co
603-13
18- PVC SOR-35 (or District aqua!}
t
EA
_ I LI 0 .O D
I O_O "
30
LF
o7 0 0, C
—� �
0 CC, �
604-01
604-02
10' Type R Inlet
Single Type 16 Combination Ir"t
1
EA
tj 300 -00
(-1 �L"C -00
604-03
Double Type 16 Combination Inlet
1
(+' b0 � 0 C
( 0lD
804 04
Inlet in Retaining Wall with Trash Rack
1
EA
•0O
"]ZU 00 . DO
604-05
4' Diameter Manhole
1
EA
_
0c1
1
E.A
ftn(-, C-,
_. kP L'00 i2 r
607-01
3 Rail Dowel Rail Fence with No Climb Fabric
807-02
Orange Safety Fence at Golf Course
467
LF
i a C L^
j(_ O L(. 0 0
Portable Chain Link Fen(8High)
1.9
LF607-03
800
LF
< `
'
608-01
608.02
Concrete Sidewalk (8')
Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints)
35,448
5,272
$F
SFK�
�j Q
---
`n 1 r-
I 0-'"'-_
608-03
608-04
Concrete Ftatwork at Underpass (6' Thick) - (Gray)
4.672
$F
0) r)_
Concrete Access Ramps with Truncated Dome (8'
6,293
�f `
608-05
Concrete Drive Approach (6")800
_ , jp
SF
C (i
,;�( L� ((.(y p
MAR-04-03 TUE 03:57 PM CITY/FT COLLINS, PURCHAS FAX NO, 970 2216707
Project: Loamy Avenue Widen)�9 Prot1ect
ADDENDUM #,`1 BID JCHEUULE
P. 09/10
speciHem
Number pa, l:slirnste4
cnn_ne r.__�._... Ouarraly Unit Unit Cast Item coat
- - --
--•. �^�vun Mal Aprons IS 11r)
7,821
608-07
Hi -Early Concrete (24 Hour)
SF
608-08
FlOwable Fill Concrete
222
Cy
608-09
Exposed Aggerate Median Spiashbiock (4'0
600
CY
608-10
Pedestrian Refuge Island
14.017
SF
608-1 1
Patterned and Decorative As
Asphalt Crosswalks
300
SF
2,650
SF
609-01
Vertical Curb & Gutter(30')
609-02
00tfali Curb & Gutter (18-)
7,177
LF
609-03
Driveway Curb Cuts (25' Width)
5.689
LF
609-04
R & R Vertical Curb and Gutter
3
EA
609-05
R & R DnWOver Curb and Gutter
150
LF
100
LF
618-01
Pressure Grouting
75
CY
819-01
20" DIP Class 51 with Field Lock Gaskets
619-02
20" Butterfly Valve with Valve Box
600
LF
61M3
20' 45 Degree Bend with TbOust Block
k &
2
2
EA
619.04
20" 22.5 Degree Bend with Thrust Block & Mega
7
A
�
61"5
-Lug
2' Air Relaase Valve with Manhole and Vent (Per FCLWD)
2
EA
619-W
Conned to Existing 20' DIP Main
1
619-07
Fire Hydrant Assembly
2
FA
61"
Blow -Off Assembly
3
EA
619-09
Remove Existing 20' Valve (Deliver to FCLWD)
1
EA
619-10
Steel Encase 2o" DIP Live Water Main 36" x 3/8' Coated Casing (FCLWD)
FLFA
619.11
314" Irrigation Tap and Meter Pit
18
619-12
6" PVC - C900
2
EA
619-13
1 1IT Water Service and Meter Pk
60
LF
619-14
Wet Tap 6" x 20" Tapping1
Saddle, Valve and Box
EA
619-15
Cut 20" Valves In
1
EA
2
EA
Subtotar Lemay Avenue Quantities:
Lagap,caping QIIarlliBep•
2810.01 Irrigation System (This Work dam not Include median irrigation)
Topsoil - Mix for Medians
MSE Block Retaining Wail (Approx. 4' High)
Concrete Retaining W211(8' Hrgrr)
Restore Rock Areas For Private Owners
Subtotal Landscaping Quantifies:
`I oo
'�b,yfi4.�;n
--L —
59
OU
, 4
--�.Ul
?3C-CX)
op
(� Do
19s .00
S 0 cc
y 00
—UL�
�'4000 oo
i (� OU - G ✓
I I�000 00
l opc) 00
. C)O OC)
� O O G
_2LLM (' 0
UDO-Da
aQp G- )
93z0-00
Lr CXOC , 0
�inc.o(,
3�Icc C0
tL(�C'C(
JU,o
_2_Q
(q ' SC . PC)
a 10D ou
-2 L 00 00
�4Sb0
oo
(no 00
y O. OD
LS `Jt,Ubu' l() 65(•i0 ( _UU
1,
420 LF
5 •oo
602 LF
1 LS o'nr
$ ClIT) 00
MAR-04-03
TUE 04:41 PM CITY/FT COLLINS, PURCHAS
FAX NO. 970
2216707
P,01/01
PrOJOct:
Lefnay Avenue Widening Project
ADDENDUM 01 BID SCHEDULE
SperJltam
Numtlar
Dsstdption
Estimated
Quanthy
ink Unit Cyst
tdm Coat
)Itlscellaneaa
Quantities:
-
Contract Band
625-01
Construction surveying
1,00
LS _ 1,50 300 0v
626 Ot
Mobil cation
1-00
Ls � 'Oo G
0- oU
1.00
LS
5 �,
63MI Type III Sanicades
630-02 Message Boards (7 boards for 20 days)
63"3 Traffic Control
2.00 SECTION '1r .00 11(00, 00
1.oa LS goyo'Oi) Jo7000-;
1.00 LS 10, pUp.GC I1)15,OL)O 00
subtotal Mlsc. QuaMAies: S U
The sum of these two amounts will be used to determine the lowest successful bidder according to the following fomlula:
A + B X (the daily cost) = Contractor's bid for evaluation for the lowest successful bidder
Where,
A = Contractor's total bid for the work items
B = Number of Calendar Days MQuired to substantially complete the Work
Daily Cost for this Project = $4,109.00
ouue ar,.00sarrtyy Itts bYaeet atrxnasftll'.bidtlar and tMt have no sAact ort,the
A = Total Construction Cost (Lemay Avenue, Landscaping and Mo. Quantities) 1),1 0
B - Total nUMber of calendar days bid =
Total number of calendar days bid ( I ci 3 ) X $6,109.00 = $ �j C6, LI p4 . UG
ADDENDUM #1 BID SCHEDULE
TOTAL PROJECT COST = A + B X (the daily cost) _
$65 41,p 0,Co
03/04/03 TUE 16:41 [TX/RX NO 8666]
SE�f Acldp-nAak�
The sum of these tw mounts will be used to determine the lowest successful bidder according to the following formula:
q + g X (the cost) = Contractor's bid for evaluation for the lowest successful bidder
Where:
A = Contractor's tota>Days
toa work items
B = Number of Calenr ired to substantiallycomplete the Work
Daily Cost for this Pr,109.
A = Total Construction Cost (Lemay Avenue, Landscaping and Misc..,duantities)-1,, $
B = Total number of calendar days bid =
Total number of calendar days bid V ) X $4,109.00 = $
TOTAVIPROJECT COST = A + B X (the daily cost) _ $
3/11/03
SIGNATURE W. H. Hinton II DATE
President
TITLE
FIRM NAME SEMA Construction, Inc.
ADDRESS 7353 S. Eagle St.
Englewood, CO 80112
PHONE/FAX(303) 627-2600 / (303) 627-2626