HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (6)Project Lemay Avenue Widening Project
ADDENDUM #1 BID SCHEDULE
spsr`m"n
Number
Description
Estxw.Md
Ouantky
unit
unit Cost
lane Cost
Lsfnav Avenue
202-01
Wldenina Quantities:
Remove Pipe (RCP, CMP. PVC)
180
LF
�'
y 1 Lj la
202-02
Remove Existing Wingwefis at Stone Creek Box Culvert
2
EA
"�1l S `
7 S 5 C. C
202-03
Remove Existing Parapet Rating at Stone Creek Box Culvert
2
FA
202-04
Remove Vertical Curb And Gutter
3,068
LF
202-05
Remove Concrete Sidewalks
5,896
SF
. S. C
ti `-\ c'\
202-O6
Remove Crosspan and Aprons
8,386
SF
1 , `
3 -5 S to
202-07
Remove Asphalt Sidewalk (4' Thick)
15,280
SF
'S
LA S Li .0
202-08
Asphalt Taper Mill (0"-2' Depth)
420
SY
i _ C
I '), ir< C
202-09
Rotomi8 Asphalt Pavement (0%2" Depth)
7,715
SY
1 y
1 C>'8 L I
202-10
Rotomiil Asphalt Pavement (5%10" Depth)
14,600
SY
_i , C `'
xi* $ c,
202-11
Remove Existing Rip -Rap
2,941
SF
" ".
,j. 9 q ( u �-
202-12
Remove Trash Pile at South Ridge Greens Goff Course
1
LS
c- c r
202-13
Remove Existing Barricade (Type 111)
1
EA
.
202-14
Remove Existing Willow Tres at Stone Creek Box Culvert
1
EA
202-15
Remove Fence (Various Types)
1,135
LF
202-16
Remove Existing Silt Fence
486
LF
202-17
Remove Power Pole Anchors
6
EA
1 S-C Ge;
I C, C . c
202-18
Cap Irrigation Sprinklers
6
EA
SC ` `
n `
3 t, C-
202-19
Remove Manhole Cone Section - Abandon Sewer
3
EA
:. 191 c
L is CC
202-20
Remove and Dispose of 2" to 4" Sprinkler Pipe
1
LS
� \ `L
l \ C)� .` `
203-01
unclassified Excavation
11,535
CY
5 V
`3
203-02
Embankment - (CIP)
3,266
CY
. c c
,'ay 5 l `
203-03
Haul 8 Dispose
8,289
CY
t_) C �
c ;
3�3 rr L' to
203-04
Golf Course Grading
1
LS
C-GIs 4
\ C= . L�'\`3
203-05
Borrow ABC (Class 5 or 6) - (CIP)
300
TON
I I
ti -7> c C
203-06
Muds Excavation - (CIP)
500
CY
l O C
203-07
Topsoil - (Stripping, Stockpiling, Plating) - 8" Depth
5.210
CY
L ,c
203-08
Topsoil - (Stripping. Haul OH -Site)
1,735
CY
y O
203-09
Temporary Access Road (Golf Course Maintenance Building)
1
LS
rc{
203-10
Median Splashblock/ Hardscape Shaping - (CIP)
13.350
SF
203-11
Grade Stone Creek Channel Flowline and Slopes
1
LS
S"
203-12
Graded Flow Channel (Park Property)
340
LF
:A4 ,° J
j sS to O
203-13
Potholing
1
LS
4 0 z� c' s
t 1 t v c _
203-14
Median Specialty Work (Excavation above Light and Power Dud Bank)
1,750
CY
. tc o
CJ
{ 5 S tC.
203-15
Flowfill Section Over Shallow Utilities
1,800
LF
2DB-01
Structure Excavation
4,863
CY
2DO-02
Borrow Structural Back ill Material (R-Value > 25)
3,800
CY
i 5` .
5-1-
205-03
Structural Back811 Flow Fill
250
CY
C 1 . ` "
1 S x :;1-
205.04
Filter Material (1 1/2" Washed Rode)
372
TON
1
206-05
Dewatering
1
LS
-\ Cc
208-06
Structure Haul and Dispose
4,863
CY
\
206-07
Structure Muck Excavation
225
CV
207-01
Wetland Topsoil
100
CY
207-02
Import Topsoil Screened 3' Depth (BOC) - (CIP)
1,200
CY
"3 c , v
3 to-
208-01
Erosion Control
1
LS
" '
210-01
Adjust Manhole RIWCover
11
EA
c
L{ 1 C
21 D-02
Modify Manhole
5
EA
1 \ C �_; -' v
- 5
210-03
Adjust Valve Box (FCLWD)
19
EA
;�.-, c .`'�'
`�, 4; �c `• _
210-04
Relocate Blow OR (FCLWD)
2
EA
project:'
Lemay Avenue Widening Project
AD@ENDUM ail BID SCHEDULE
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DescriptionEadmabd
Ouanaty
Unit
Unit Coot
Ihm Coat
Number
304-01
Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP)
10,794
TON
11.
304-02
Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP)
377
TON
306-01
Reconditioning (8-)
19,015
SY
33,649
SY
1A . s" "
, S \ '),3 ' v
307-01
Flyash Subgrade Stabilization - (12%)
f-1,,
403-01
Hot Bituminous Pavement - Grading S (3" Depth) - (PG 6448)
7,079
TON
403-02
Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 64-22)
7,807
TON
�
403-03
Asphalt Paver Patching - Grading S (3" Depth) - (PG 64-28)
215
TON
5"S • � L'
I ( '
403-04
Asphalt Paver Patching - Grading SG (4" Depth) - (PG 64-22)
495
TON
403-05
Asphalt Patching - Grading SG (4" Depth) - (PG 64-22)
69
TON
�-
(c• r C -17
403-06
80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth)
TON
1k,dlrg S
�Xc •�J
--T
9,000
SY
1 ,3 �'
) i `3 t= \✓
420-01
Gectextile Paving Membrane
'J� "
r�
•^.
.y� `� in
420-02
Gaogdd Stabilization Fabric
1,188
SY
.
.
I
506-01
45'x60' Type L Rip -Rap, 8" Topsoil (CIP Per Detail) Ste. 22+50 it
1
LS
1 CT ul -�
1 �1 `S L\
506-02
22'xW Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Ste. 22+50 rt
1
LS
!S 1 eS 1 Of"I
I 1
506-03
10'x10' Type L R(p-Rap, 6" TopsoiI(CIP Per Detail) Sts. 37+00 Lt
1
LS
1 `� -1 - Go
S °
506-04
105QS Type L Rip Rap, 8" Top Sod (CIP Per Detail) Ste. 54+30 Lt
1
LS
G C '7 . c `
(> `3 • `'
601-01
1V x 12' Pedestrian Underpass with Skylights
125
LF
�i C C C v
1 \ h S ._ " • v .J
601-02
4' x 17 Pre Cast Box Culvert - Wngwalls / Paraphet Walls and Toe Walls
180
LF
`/, l S - `' J
1 .� r 5� c' c - J
60143 -
R & R Parapet Walls Q Slone Creak Box Culvert
25
LF
603-01
15" ADS N-12
25
LF
5 $ J
1, �l S v • .:,
603-02
15" ADS N-12 FES with Grate
1
EA
603-03
15" RCP Class III
300
LF
"11 a �'
`1 r a
603-04
18" RCP Class 111
25
LF
S' 9 • ° `18
i
003-05
24" RCP Class III
LF
603-06
24" RCP Class III FES with Grate
1
EA
9 i . ' `
i `i 1 '-
603-07
Remove and Reset F_mstktg 30" ADS FES
1
FA
603-08
Concrete Joint Encasements
4
EA
3 S r`
603-M
Median Underdrain Pipe System - (4" Perforated Pipe)
870
LF
\ c • `'
)
603-10
Median Underdrain Pipe System - (4" Solid Pipe)
315
LF
i-
603-11
Conned 4" PVC Slid Median UnderWakh to a now 4' Manhole
1
FA
\ l --1
603-12
90 Degree PVC Bend (41
1
EA
V • c o
� c .:
603-13
18" PVC SDR-35 (or District equal)
30
LF
l- 5 • `
�2 `t C �
604-01
10' Type R Inlet
1
FA_
c :; �• �'`�
�. G c c
604-02
Single Type 16 Combination Inlet
1
EA
G o
604-03
Double Type 16 Combination Inlet
1
EA
7- (` V
604-04
Inlet in Retaining Well with Trash Rack
1
EA
R% l c C'-
W4-05
4' Diameter Manhole
1
EA
;4 �-
607-01
3 Rail Dowel Rail Farm with No Climb Fabric
487
LF
c�
tf o
007-02
Orange Safety Fence at Golf Course
1,739
LF
3 • 5" "
C h,. • S" v
607-03
Portable Chain Link Fence (IT High)
800
LF
-1 . ""
S. � <% • `' ,
608-01
Concrete Sidewalk (V)
35,448
SF
3. _I 'r
1- I Lk q x
n
W"2
Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints)
5,272
SF
y
608-03
Concrete Flatwork at Underpass (6" Thick) - (Grey)
4,672
SF
14
608-04
Concrete Access Ramps with Truncated Dome (8")
6,293
SF
y ,' `"
h 31 `j • 5"c
608-05
Concrete Drive Approach (6")
800
SF
y
Project ADD�lDUM I#1 BBIID)nS�CHEDULE
slruh«n
Numb
0"criptlun
EstimsW
Unit
Unit Cost
ftm cost
608-06
Concrete Crosspan with Aprons (9112")
608-07
Hi -Early Concrete (24 Hour)
7,821
SF
sT" 1 c
'3 9 .,-7
608-O0
Flowable Fill Concrete
222
CY
80tt-09
Exposed AQgerale Median Spaglxb llocic (4')
800
CY14,017
608-10
Pedestrian Refuge Island
SF-
I
608-11
Pahemed and Decorative Asphalt Crosswalks
300
SF
''c
I
2,650
SF
{ r
I � `i a
60"1
Vertical Curb & Gutter (30")
609-02
Outfall Curb & Gutter (Ia-)5,689
7,177
LF
li ° `
S -I
809-03
ive
Driveway Curb Cuts (25' Wkllh)
LF
1 . 5 C'
4 21 tt�"l.
609-04
R & R Vertical Curb and Gutter
3
FA
i � _ „
y
809-05
R & R Drive -Over Curb and Gutter
10
LF
10
LF
�, l � -" �
is0 � -
��
61 "1
Pressure Grouting
75
CY
(G (_>--
5 C C'
619-01
20' DIP Class 51 with Field Lock Gaskets
619-02
20" Bu8er8y Valve with Valve Sox
Epp
LF
f j) '=
' v
619-03
20" 45 Degree Bend wtl1 Thrust Blade &Mega -Lug
2
EA
619.04
20" 22.5 Degree Bend with Thrust frock &Mega -Lug
7
EA
`t
o
619-05
2" Air Release Valve with Manhole and Vent (Per FCLWD)
2
E\
A
1y
vv
619-M
Connect to Existing 20" DIP Main
1
EA�
.. ;. , •
�' x •.�' , ``
L v
819417
Fire Hydrant Assembly
z
FA
_
619-08
Bkhv-Off Assembly
3
EA
'�, I C c " `.
`�) x 3 i✓ �---�
819-09
Remove Existing 20" Valve(Deliver to FCLWD)
EA
4e
I
619-10
Steel Encase 20" DIP Live Water Main 36" x 3/8" Coaled Caging (FCLWD)
i
EA
c1y �.. �,
f= t c
.-•
619-11
3M" Irrigation Tap and Meter Pit
18
LF
-
' t
819-12
8" PVC. C900
2
IA
�t c
619-13
1 1/2" Water Service and Meter Pit
80
LF
4o.c�
819-14
Wet Tap 6" x 20" Tapping1
Saddle, Valve and Box
FA
81&15
Cut 20" VahreIn
1
EA
) (o .._
-
`
2
EA
1 cci.
hoc. c
,
Subtotal Lsmay Avenue Quarrtlflssx
j
;�
l
(U :. S
l
Li -I
k iumi"-"pxna
Quantities:
_
2810-01
Irrigation System (This work do" not Include median Irrigation)
1
LS
Q
S3� roe .
=
-
Topsoil - Mix for Medians
1,420
CY
j I., t
-1 C
C
-
MSE Block Retaining Wall (Approx. 4' Mgh)
n ';
-
Concrete Retaining Well (8' High)
385
_I O ..
1 k ., 5 s-
-
Restore Rock Are= For Private Owners
602
LF
�' "
�— L I y
O 9
1
LS
;3 3 ° "
'33co c,�
Subtotal Landscaping QuaMlgss: s _ y `1 —I . LA ), (A • 0 C'
Project: Lemay Avenue Widening Project
ADDENDUM #1 BID SCHEDULE
SPWAWM Description
E
Una
Una Cost
awn Cat
N
ft
MNesllansaw QuentlWs:
- Contract Bond
1.00
LS
o c c c
62"1 Construction Surveying
1.00
LS
1 3 o c L C'
626-01 Mobilization
1.00
LS
C' c c c
5 c `
630-01 Type III Barricades 2.00 SECTION t.,1 C
630-02 Message Boards (7 boards for 20 days) 1.00 LS ;;13 o o L' •` ` 3 r--r' c u �C
630-03 Traffic Control 1.00 LS 4 r. F e
Subtotal Misc. Quantities: S 1 C.` `,�. C_�` . O
The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula:
A + B X (dw dally cost) In Contractor's bid for evaluation for the lowest successful bidder
Where:
A = Contractor's total bid Tor the work Hama
B = Number of C 1andar Days required to substantially complete the work
Daily Cost for this Project - $4.109.00
Tits Is In H'a M baitsad moi* br dw'tapoas of daWraI I -11 a (araM suopsssAA bidder and Will bares no Mbtd an Dw
A = Total Construction Cost (Lemay Avenue. Landscaping and Misc. Quantities) $ -A, -1 5 `'i I --t _-I (c 1_ u
e m Total number of alandar days bid
c Total number of calendar drys bid ( I a o ) X $4,109.00 - $ d `r -;, I .c Is 0 -.
ADDENDUM #1 BID SCHEDULE :�10
TOTAL PROJECT COST = A + B X (tie dally cost) = $ °�
'j U, $ O '1 4