HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (3)MAR-04-03 TUE 03:42 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707
P. 07/10
Project:
Lemay Avenue Widening Project
ADDENDUM #1 BID SCHEDULE
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Number
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Quanft
Link
unit cost
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LSTaY Avenue
Wldaninn_quarrt)tles•
202.01
Remove Pipe (RCP, CMP, PVC)
190
LF
202-02
Remove Existing Wingwals at Stone Creek Box Culvert
2
EA
202-03
Remove Existing Parapet Rmkg at Stone Creek Box Culvert
2
EA
103
202.04
Remove Vertical Curb And Gutter
3,056
LF
.
202-05
Remove Concrete Sidewaik
7,898
SF
! 7
_
202-M
Remove Crosspan and Aprons
8,386
SF
,
jl
1
202-07
Remove Asphalt Sidewalk (4" Thick)
152M
SF
�
-v
6� U 5-
202-08
Asphalt Taper Mil (01-2" Depth)
420
SY
qtf 9 y
202,09
Rotomil Asphalt Pavement (0"-2" Depth)
7,715
SY
jI/f/
202-10
Rotomill Asphalt Pavement (5"-10" Depth)
14,600
SY
—
202.11
Remove Existing Rip -Rap
2.941
SF
f !.�-
20a-12
Remove Trash Pile at South Ridge Greens Golf Course
1
LS
=s
?/ r 7
3/ I, i'r--
202-13
Remove Existing Barricade (type III)
/
,cam
202-14
Remove Existing Willow Tres at Stone Creek Box Culvert
;
//„
202-15
Remove Fence (Various Types)
1,135
LF
_ , 4i_�
202-16
Remove Existing Silt Fence
486
LF
l r
202-17
Remove Power Pole Anchors
6
EA
2/0 `% _
j j
202.18
Cap Irrigation Sprinklers
6
EA
' >1.-
_
202-19
Remove Manhole Cone Section - Abandon Sewer
3
EA
202-20
Remove and Dispose of 2" to 4" Sprinkler Pipe
1
LS
20"1
UndassifiedExcavation
11,535
CY
!�-
7N'd"Of
203-02
Embankment - (CIP)
5,265
CY
t
1�-
203-03
Haul 8 Dispose
8.289
CY
_3
3
40.9 s
203-04
Gott Course Grading
1
LS
�/ p f U`rTY
' (� Ja
203-05
Borrow ABC (lass 5 Or 6) - (CIP)
300
TON
i'
`7f,7 s�--
203-06
Muck Excavation - (CIP)
50o
CY
_-7-//
•3.,=
203-07
Tppsol - (Sutpprng, Stodcpilin9, Placing) - 8" Depth
5,210
CY
`
203-08
Topsoil - (Stripping, Hard Off Bite)
1,735
CY
�-
203 O9
Temporary Access Road (Golf Course Maintenance Buldirlg)
1
LS
203-10
Medan Splashblook/ Hardsoape Shaping - (01P)
13,350
SF
2n3.11
Grade Stone Creek Channel F1oWfine and Slopes
1
LS
ell
S 4i
203-12
Graded Flow Channel (Park Property)
340
LF
'% -■ �i�
"-
203-13
Potholing
1
LS
7���)
"y--
203-14
Median Specie Work Excavation above
Specialty ( LigM and Power Dud Bank)
1,J50
CY
l.�i
5c c
J'-
203-15
Flowfill Section Over Shallow Utilities
118M
LF
—`$�%�
72-0
206-01
Structure Excavation
4.853
CY
G A
208-02
Somm Structural Baddill Material (R-Value > 25)
3.800
CY
206-03
Structural Backfill Flow Fill
250
CY
-
206-04
Filler Material (1 1/2" Washed Rock)
372
TON
206.05
Dewaterirog
1
LS12,
30c,
1
206-06
206-07
Structure Haul and Dispose
Structure Muck Excavation
4,8W
CY
225
CY
207-01
Wetland Topsoil
100
CY
7
%j
207-02
Import Topsol Screened 3" Depth (SOC) - (CIP)
1.200
CY
i
_
ze; w i
20"1
Erosion Control
1
LS
/� U
40
210-01
Adjust Manhole Rkog/Cover
11
FA
%4100
210.02
Modify Manhole
5
EA
210-03
Adjust Valve Box (FCLWO)
19
EA
210-04
Relocate Blow Off (FCLWD)
2
EA
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03/04/2003 TUE 15:39 (JOB NO, 53101 Z 007
MAR-04-03 TUE 03:42 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707
P. 08/10
Project: L.emay Avenue Widening Project
ADDENDUM #T1 BID SCHEDULE
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Number _.. _... Description Owl Unit Unit Cost ttsm Cast
304-01
Aggregate Base Course - ((lass 5 or 6) - 6" Depth - (GP)
10.794
TON
30"2
Aggregate Base Course Patch Placement - (Class 5 or 8) - 6" DepM - (CIP)
377
TON
30"1
Reconditinrting (S'
19,015
SY
307-01
Fyash Subgrade Stabilization - (12%)
33,649
SY
403-al
Hot Bituminous Pavement - Grading S (3- Depth) - (PG tt4-28)
7,079
TON
c%��
40M2
Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 64-22)
7.W7
TON
403-03
Asphalt Paver Patching - Grading S (3' Depth) - (PG 64-28)
215
TON
r
403-04
Asphalt Paver Patching -Grading SG (4' Depth) - (PG 64-22)
495
TON
403-05
Asphalt Patdit - Grading SG (4- Depth) - (pG 84..22)
69
TON
40S-W
80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth)
32
TON
42"1
Geotmdila Paving Membrane
9,000
SY
420-02
Ge09tid St3biliZa11on Fabric
7,188
SY
50"1
45kW Type L Rip -Rap, 6' Topsoil (CIP Per Detail) Sta. 22+50 it
1
LS
60B-02
22x50' Type L Rip -Rap, 6" Topsoil (GP Per Detail) Sta. 22+50 rt
1
LS
506-M
10k1 U' Type L Rip -Rap, 6" Topsoil (CI P Per Detail) Sta. 37+00 Lf
t
LS
506-04
1 OWT Type L Rip Rap, 6" Top Soil (CIP Per Detail) Sta. 54+30 Lt
1
LS
601-01
1V x 17 Pedestrian Underpass With Skylights
125
LF
601-02
4' x I Pro Cast Box Culvert - Wingwabls / Paraphet Walls and Toe Walls
180
LF
601-03
R t4 R Paret>'at Walls Q Stone Creek Box Culvert
26
LF
603-01
15" ADS N-12
25
LF
603-02
15" ADS N-12 FES with Grata
1
EA
W303
15' RCP Class III
300
LF
603-04
18" RCP Class III
25
LF
W3.05
24" RCP Class Ili
18
LF
603-06
24" RCP Class III FES with Grate
1
FA
603-07
Remove and Reset Existing 30" ADS FES
1
EA
603-06
Concrete Joint Encasements
4
603-09
Median Underdrain Pipe System - (4" Perforated Pipe)
870
EA
LF
603-10
Median Underdrain Pipe System - (4" Solid Pipe)
$15
LF
503-11
Conned 4' PVC Solid Median Underdrain to a new 4' Manhole
1
EA
603-12
90 Degree PVC Band (4")
1
603-13
18" PVC SDR-35 (or District equal)
30
EA
LF
604-01
10' Type R Inlet
1
EA
604-02
Single Type 18 Combination Inlet
1
EA
604-03
Double Type 16 Combination Intel
1
604-04
Inlet in Retaining Wag with Trash Rack
1
EA
EA
604-05
4' Diameter Manhole
1
EA
W7-01
3 Rag Dowel Rail Fence with No Climb Fabric
467
LF
807-02
Orange Safety Fence at Golf Course
1,739
LF
807-03
Portable Chain Link Fence (V High)
8W
LF
60"ll
Concrete SidewalK (81
35,448
SF
608.02
Concrete Sidewalk (5' Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints)
5,272
SF
608-03
Concrete Fhtwork at Underpass (6" Thick) - (Gray)
4.672
SF
608-W
Concrete Access Ramps with Truncated Dome (8'
6,293
SF
609-05
Concrete Drive Approach (6')
we
SF
03/04/2003 TUE 15:39 [JOB NO, 53101 Z 008
MAR-04-03 TUE 03:43 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P.09/10
Project: L.en y�Avenue VAdeni Prot1ect
ADDENDUM #1 BID �CHEUULE
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Number DNeriptlon oust Una Unit Cope hem cost
608.06 Concrete Crosspan with Aprons (9 irn 7.621 SF
owatNe Fill Concrete
6W-07 I-0-Early Concrete (24 Hour)
608-03 FI 222 CY t� / • `=
60& 09 Exposed Aggerate Median wo CY
Splasttbloek (a-) 14.017 SF
808 10 Pedestrian Refuge Island 300 SF
608-11 Patterned and Decorative Asphalt Crosswalks 2.650 SF � -7
609-0vertical Curti & Gutter (7.177 LF � fe 80&02 Otx(all Curt' &Gutter (I jr)
' 5.t389 LF
609-03 Driveway Curb Cuts (25 Width) 3 r=
80R04 R & R Vertical Curb and Gutter 150 LF 9 1 o�
609-05 R & R Dave -Over Curb and Gutter 100 LF _,JZ,5,M
4 3 j G -
1�
61M1 Pressure Grouting 75 CY 7�
e'�y
61"ll 20' DIP Gass 51 with Field Lock Gatacets 600 LF
619-02 20" &Me* Valve with Valve Box 2
619-03 20' 4S Degree Bend with Thrust 81odc &
Mega lug 7 EA �k 5�
619 04 20" 22.5 Degree Bend with Thrust Blade &Mega Lug 2 EA -7 2�CP- u
619.05 2" Air Release Valve with Manhole and Vent (Per FCLWD) 1 FA , r
819-06 Conned to EAStinig 20' DIP Main
2 EA
618-07 Fire Hydrant Assembly 3 EA
619-08 Blow -Off Assembly 1 y-
619-09 Remove E)"ng 20' Valve (Deliver to FCLWD) 1 EA
EA
619-10 Steel Encase 20' DIP Live Water Main 36" x 3/8' Coated Casing (FCLWD) 18 LF ,�
619.13/4" Irrigation Tap and Meter pit_
2 EA
81912 cgo 8" PVC - c9oo 60
619-13 1 1/2' Water Service and Meter Pit LF
1 E-
61914 Wet Tap x 8" 20' Tapping_ _��'zUC✓u ' ��-
Saddle. Valve and BOx 1 EA�90
619 15 Gut 20" Valves to 2 EA
Subtotal Lemay Avenue Quant ties: S (f
LAndociming
2810-01 Irrigation System (This work daas not Include median irriggdon) 1 LS TOIDOb S?0 000
Topsail - Mix for Medians 1,420 CY
- MSE Block Retaining Wall (Appmx, 4' High) 365 LF �7
Concrete Retaining Wall(8' tigh) 602 LF
- Restore Rode Areas For Private Owners 1 LS Cf+- 7 O�
G, S�
Subtotal Landscaping QuarttiBes: $ 0/ 8 / 2-
`-
03/04/2003 TUE 15:39 [JOB NO. 53101 Z 009
MAR-04-03 TUE 03:43 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707
P. 10/10
Project: Lentay Avenue Widening Project
ADDENDUM #1 BID SCHEDULE
Spsdltem
Numosr
D"Cription
maud d Unit Unit cost
Qua�Y
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JMWC69ane0m
QuantlNas:
Contract Bond
1.00 L5 Z-71700
ZS OL�Q:—
62501
62&01
Construction Surveying
Mobilization
1 ✓
:i C)' &
1.00 LS
'
63"1 Type III Barricades
63"2 Message Boards (7 hoards for 20 days)
63"3 Traffic Control
2.00 SECTION t 7c: d U'7y�
1.00 LS U YrisSO` —
Subtotal Misc. Quantities; $ 373
The sum of the6e two amounts writl be used to determine the laweet successful bidder according to the i0mowing formula:
A + B X (the deny cc") a COnbactoes bid for evaluation for the lowest succesaful bidder
Where:
A' ConV9ct4es total bid for the work Rern6
B = Number of Calendar Days required to subStard y complete the Work
Daily Cost for this Project = $4.109.00
--•o•�--,r =ro F,.te.a �,r aroart fnd iwllitav�e nod�t t�llfe
A = Total Construction Cost (Lemay Avenue, landscaping and Mild. Quantities) $ 3 I 1 U 2_5 '2- -7l
B = Total number of colander days hid =
Total number of colander days hid ( 12,3 ) X 94,109.o0 = $
ADDENDUM #1 BID SCHEDULE "7 1
TOTAL PROJECT COST = A s B X (the daily cost) = f e f to. S� _
03/04/2003 TUE 15:39 (JOB NO. 53101 10010