HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (11)Project:
Lemay Avenue Widening Project
Lawson Construction Company
Date:
0210512003
Sp
uer
Numbmber
Description
Estimated
Quantity
Unit
Unit Cost
Item Cost
Lemav Avenue Widening Quantities:
202-01
Remove Pipe (RCP, CMP, PVC)
180
LF
ra'(n�
202-02
Remove Existing Wingwalls at Stone Creek Box Culvert
2
EA
5�
� RS
202-03
Remove Existing Parapet Railing at Stone Creek Box Culvert
2
EA
/6215-/ —
202-04
Remove Vertical Curb And Gutter
3,056
LF
el —
202-05
Remove Concrete Sidewalk
7,898
SF
202-06
Remove Crosspan and Aprons
8,386
SF
202-07
Remove Asphalt Sidewalk (4" Thick)
15,280
SF
2
5rO ,3"d0
202-08
Asphalt Taper Mill (0"-2" Depth)
420
BY
`/
202-09
Rolomill Asphalt Pavement (0"-2" Depth)
7,715
SY
�--*—
//g .7-;7 —'-
202-10
Rolomill Asphalt Pavement (5"-10" Depth)
14,600
SY
202-11
Remove Existing Rip -Rap
2,941
SF
202-12
Remove Trash Pile at South Ridge Greens Golf Course
1
LS
/tea
�G$9ty
202-13
Remove Existing Barricade (Type III)
1
EAii
202-14
Remove Existing Willow Tree at Stone Creek Box Culvert
1
EA
202-15
Remove Fence (Various Types)
1,135
LF
202-16
Remove Existing Silt Fence
486
LF
1;2
97�
202-17
Remove Power Pole Anchors
6
EA
/„7Gor--�
202-18
Cap Irrigation Sprinklers
6
EA
cJ '
,e J
202-19
Remove Manhole Cone Section - Abandon Sewer
3
EA
9
202-20
Remove and Dispose of 2" to 4" Sprinkler Pipe
1
LSG%=—
203-01
Unclassified Excavation
11,535
CY5'--
203-02
Embankment -(CIP)
3,266
CY
203-03
Haul & Dispose
8,269
CY
203-04
Golf Course Grading
1
LS
203-05
Borrow ABC (Class 5 or 6) - (CIP)
300
TON
o;7_6--
203-06
Muck Excavation - (CIP)
500
CY
/3
203-07
Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth
5,210
CY
/ O
203-08
Topsoil - (Stripping, Haul Off -Site)
1,735
CY
'W'9 e
203-09
Temporary Access Road (Golf Course Maintenance Building)
1
LS
-'o' 9b r-
203-10
Median Splashblock/ Hardscape Shaping - (CIP)
13,350
SF
203-11
Grade Stone Creek Channel Flowline and Slopes
1
LS
,;? eLe°y
203-12
Graded Flow Channel (Park Property)
340
LFGd-
203-13
Potholing
1
LS
203-14
Median Specialty Work (Excavation above Light and Power Duct
Bank) 1,750
CY
203-15
Flowfill Section Over Shallow Utilities
1,800
LF
.5,5j�'
206-01
Structure Excavation
4,863
CY
206-02
Borrow Structural Backfill Material (R-Value > 25)
3,800
CY
,� 6- `
%/-4 dryp
206-03
Structural Backfill Flow Fill
250
CY
O —'
?y, �-
206-04
Filter Material (1 112" Washed Rock)
372
TON
_5�e _
%011 /-?6
206-05
Dewatering
1
LS
0021eto
206-06
Structure Haul and Dispose
4,863
CY
206-07
Structure Muck Excavation
225
CY
207-01
Wetland Topsoil
100
CY
207-02
Import Topsoil Screened 3" Depth (BOC) - (CIP)
1,200
CY
✓�
y ar e C _
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
11
EA
210-02
Modify Manhole
5
EA
?[ge
210-03
Adjust Valve Box (FCLW D)
19
EA
9A_4 —'-
210-04
Relocate Blow Off (FCLWD)
2
EA
,Z�1
304-01
Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP)
10,794
TON
304-02
Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) 377
TON
Lawson Construction Company
306-01
Reconditioning (8")
19,015
SY
,�,?d
_ L7 ' � ,3_0
307-01
Flyash Subgrade Stabilization - (12%)
33,649
SY
403-01
Hot Bituminous Pavement - Grading S (3" Depth) - (PG 64-28)
7,079
TON
403-02
Hot Bituminous Pavement -Grading SG (4" Depth) - (PG 64-22)
7,807
TON
Jr. -3. , 7d
403-03
Asphalt Paver Patching - Grading S (3" Depth) - (PG 64-28)
215
TON
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
214
403-06
80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth)
32
TON
420-01
Geotextile Paving Membrane
9,000
SY
r-4,�
420-02
Geogrid Stabilization Fabric
1,188
SY
506-01
45'x80' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+50 It
1
LS
>
/�' %GSA
506-02
22'x50' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+50 rt
1
LS
� (%b0
506-03
10'x10' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 37+00 Lt
1
LS
506-04
10'x25' Type L Rip Rap, 6" Top Soil (CIP Per Detail) Sta. 54+30 Lt
1
LS
/er�
/ Qf4O
601-01
10' x 12' Pedestrian Underpass with Skylights
125
LF
-.,j$;7
601-02
4' x 12' Pre Cast Box Culvert- Wiinggw$aallss Paa/raphet Walls and Toe Walls
180
LF
%/Oy '
T
-2-6-
603-01
15" ADS N-12
25
LF (p/ _- /✓��
603-02
15" ADS N-12 FES with Grate
1
EA
603-03
15" RCP Class III -
300
LF
603-04
18" RCP Class 111
25
LF
_7!j
603-05
24" RCP Class III
18
LF
jP --
603-06
24" RCP Class III FES with Grate
1
EA
603-07
Remove and Reset Existing 30" ADS FES
1
EA��-
603-08
Concrete Joint Encasements
4
EA
603-09
Median Underdrain Pipe System - (4" Perforated Pipe)
870
LF
S't3es
r
603-10
Median Underdrain Pipe System - (4" Solid Pipe)
315
LF
.�%✓l�
/�`7,.Sc'l
603-11
Connect 4" PVC Solid Median Underdrain to a new 4' Manhole
1
EA
603-12
90 Degree PVC Bend (4")
1
EA
-2f'--
�! --
603-13
18" PVC SDR-35 (or District equal)
30
LF
604-01
10' Type R Inlet
1
EA
Sd�b
604-02
Single Type 16 Combination Inlet
1
EA
�
�,
65dp
604-03
Double Type 16 Combination Inlet
1
EA
7�py.p-
604-04
Inlet in Retaining Wall with Trash Rack
1
EA
604-05
4' Diameter Manhole
1
EA
607-01
3 Rail Dowel Rail Fence with No Climb Fabric
467
LF
607-02
Orange Safety Fence at Gotf Course
1,739
LF
607-03
Portable Chain Link Fence (6' High)
800
LF
Z' -5-0
608-01
Concrete Sidewalk (6")
35,448
SF
6)
�+'1`��--f— ,®
608-02
Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints)
5,272
SF
_S, 150
9 f'j _
608-03
Concrete Flatwork at Underpass (6" Thick) - (Grey)
4,672
SF
_91 -
Rg -
608-04
Concrete Access Ramps with Truncated Dome (8")
6,293
SF
608-05
Concrete Drive Approach (6")
800
SF
608-06
Concrete Crosspan with Aprons (8")
7,621
SF
608-07
Hi -Early Concrete (24 Hour)
222
CY�-
608-08
Flowable Fill Concrete
600
CY
��p
,IfCZ �tQY
608-09
Exposed Aggerate Median Splashblock (4")
14,017
SF-
608-10
Pedestrian Refuge Island
300
SF
608-11
Patterned and Decorative Asphalt Crosswalks
2,650
SF
/' •�V
( �'Y,O"
5 n
609-01
Vertical Curb & Gutter (30")
7,177
LF
609-02
Oulfall Curb & Gutter (18")
5,689
LF
Lawson Construction Company
609-03
Driveway Curb Cuts (25' Width)
3
EA
C
/36 ,
609-04
R & R Vertical Curb and Gutter
150
LF'-
609-05
R & R Drive -Over Curb and Gutter
100
LF
618-01
Pressure Grouting
75
CY
_jib
_540
619-01
20" DIP Class 51 with Field Lock Gaskets
600
LF
619-02
20" Butterfly Valve with Valve Box
2
EA"-
619-03
20" 45 Degree Bend with Thrust Block & Mega -Lug
7
EA
619-04
20" 22.5 Degree Bend with Thrust Block & Mega -Lug
2
EA"-
619-05
2" Air Release Valve with Manhole and Vent (Per FCLWD)
1
EA,-
619-06
Connect to Existing 20" DIP Main
2
EA
lZYo
619-07
Fire Hydrant Assembly
3
EA'-
619-08
Blow -Off Assembly
1
EA
619-09
Remove Existing 20" Valve (Deliver to FCLWD)
1
EA
Z7,7
619-10
Steel Encase 20" DIP Live Water Main 36" x 3/8" Coated Casing
(FCLWD) 18
LF
3. 25_
619-11
3/4" Irrigation Tap and Meter Pit
2
EA
Z>�,V
619-12
6" PVC - C900
60
LF
Al —
960
619-13
1 1/2" Water Service and Meter Pit
1
EA
_ ?--/-*5--
619-14
Wet Tap 6".x 20" Tapping Saddle, Valve and Box
1
EA
619-15
Cut 20" Valves In
2
EA
/ -O
Subtotal Lemay Avenue Quantities:
Landscaping Quantities:
2810-01 Irrigation System (This work does not include median irrigation)
1
LS
A ~
T
S�� -te)
- Topsoil - Mix for Medians
1,420
CY
- MSE Block Retaining Wall (Approx. 4' High)
365
LF
- Concrete Retaining Wall (8' High)
602
LF
/9oJ .
�5;;P ,
- Restore Rock Areas For Private Owners
1
LS
G "—
G5Fegnpn `—
Subtotal Landscaping Quantities:
Miscellaneous Quantities:
-
Contract Bond
1.00
LS
//a6100-
625-01
Construction Surveying
1.00
LS
626-01
Mobilization
1.00
LS
9(i eef>
630-01
Type III Barricades (7 boards for 20 days)
2.00
SECTION
630-02
Message Boards
- 1.00
LS
630-03
Traffic Control
1.00
LS
/.*V I 'Oft'
Subtotal Misc. Quantities:
Lawson Construction Company
The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula:
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 required to substantially complete the Work
Daily Cost for this Project = $4,109.00
A = Total Construction Cost (Lemay Avenue, Landscaping and Misc. Quantities) $ �� 3J9' (JS`j—� Z
B = Total number of calendar days bid
Total number of calendar days bid ( j�Jp ) X $4,109.00 = $
TOTAL PROJECT COST = A + B X (the daily cost) _ $ 3i Bzz
�--i� 03'
DATE
TITLE
FIRM NAME ieav
ADDRESS /Qed?oK / 3Ie
PHONE/FAX 903— ys/y-(#6gV /=fix