HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (12)MAR-04-03 TUB 02.59 PM CITY/FT COLLINS, PURCHAS
Project Lemay Avenue Widening Project
ADDENDUM #1 BID SCHFDULE
FAX NO. 970 2216iG7 P. 07/10
� a
Dwcrtpaorl
Estimated
ndtj
Unk
Unit can
ken Cost
Lsmay Aveaw
"denim Quantities:
to
11
202-01
Remove Pipe (RCP. CMP, PVC)
180
LF
tt) —
1
202-02
Remove Existing WingwsllS at Store Creek Box Culvert
2
EA
t i , ; -p
2a31
202-03
Remove Existing Parapet Railing at Stone Creek Box Culvert
2
EA
'1'O . f 2.
t a 11 . ?4
202-04
Remove Vertical Curb And Gutter
3.056
LF
..� . ; 7
1 DJ � i 6 ' r�
202-05
Remove Concrete S•dewalk
7.598
SF
(. I
tiJt3tj{2
202-06
Remove Crosspan and Aprons
8.386
SF
i • {
( ? r40(5 t 4-
202-07
Remove AsphakSidewalk (40Thick)
15280
SF
G.`a
1-145,LO
202-08
Asphalt Taper Mill (o,-r Depth)
420
SY
(,`>i CT,)
202d9
Rolomill Asphalt Pavement (0'-Y Depth)
7.715
SY
t F •
i j i t i S. 2 t)
202.10
Rotomig Asphalt Pavement (5-10' Depth)
14,800
SY
c • AC)
4 { (l U , t�.')
202-11
Remove Existing FTip-Rap
2.941
SF
i (^cG`a . `a
202-12
Remove Trash Pile at South Ridge Groom Golf Course
1
LS
_ iL .`ti .SFr
i r L.-t> •
202.13
Remove Existing Barricade (Type III)
1
EA
t', i
48
202-14
Remove Existing Willow Tree at Stone Creak Box Culvert
1
EA
-1, - .( VG
202.15
Remove Fence (various Types)
1.135
LF
t.7 I
, : 14 C) . r
202-16
Remove Existing Sift Fence
486
LF
202-17
Remove Power Pole Mdars
8
FA
t i i
i s C:
202.18
Cap Irrigation Sprinklers
5
EA
_ 1 ?
202.19
Remove Manhole Cone Section - Abandon Sewer
3
EA
L,15
202-20
Remove and Dispose of 2- to 4- Sprinkler Pipe
1
LS
° 57r - CX)
(�a' Z `o . C G
203-01
Unclassified Excavation
11,535
CY
) , l 1
d 3 , 4 2. i;, - `i 5
203-02
Embankment -(CIP)
3.268
CY
2.13
''li(f, . t I
203-M
Haul A Dispose
8269
CY
4.48
31( U45 . (
20344
Gant Course Grading
1
LS
145 .1 Z
to 4 `j a
203-05
Borrow ABC (Class 5 or 6) - (CIP)
300
TON
t 4.,i i
414K, • (%O
203-M
Muck Excavation - (CIP)
500
CY
`.) - .�.
2t(,p V)
203-07
Topsoil - (Stripping, Stockpiling, Placing) - 6' Depth
5.210
CY
i r
1 ( U:.2 • iy
203-08
Topsoil -(Stripping.Haul OOSfte)
1.735
CY
"i-�+�
_ i3,49£i. 3,2
20349
Temporary Ae s Road (Golf Course Maintenance Building)
1
LS
4 .
'3 n
203.10
Median SplashbkxW Hardampe Shapkp - (CIP)
13,350
SF
'10
4 `) _OIL
203.11
Grade Stone Creek Channel Flowline and Slopes
1
LS
2`1 it . '2 U
;. l 1 . 20
203-12
Graded Flow Channel (Park Property)
340 ,
LF
.?lA
t i 3 GAa . 4u G
203.13
Potholing
1
LS
i 44. �+
_ =i w*. 40
203.14
Median Specialty Work (Ex®motion above Light and Power Duct Bank)
11750
CY
.2-�1
1, ? . `i =j
203-15
FlowSa Section Over Shallow Utilities
1.500
LF
1.? i _
l 2 t 1 ", 100
206-01
Structure Excavation
4,889
CY
;
1 1 r �:i • f',4
206-02
Borrow Structural Baddill Material (R•Valua > 25)
3.aoo
CY
206-03
Structural BacQdl Flow Fill
250
CY
ra i . k 2
i ; '?'?7 (lr7
206-04
Filter Material (1 112- Washed Rock)
372
TON
t`) .14
S r' j , ZQ
206-M
Dewatering
1
LS
t.,' °Dk. , , OD
t ii, ,
206-08
Structure Haul and Dispose
4.W3
CY
r .t >
Zq 42 (. 15
20647
Structure Muck Excavation
225
CY
)
r (? ;y , -7 aS
207.01
Wetland Topsoil
100
CY
ra • 1b
C)11 .00,
207-02
Import Topsoil Screened 3- Depth (BOC) - (CIP)
1.200
CY
iS 11-1
_ 0 ( (n4 ,lie)
20801
Erosion Control
1
LS
IG
{r? (T (1� .-ID
210-01
Adjust Manhole RkVtCover
11
EA
3DV i .,to
ij i � , Ito
210-02
Modify Manhole
5
EA
IF, -I , D3
210-03
AdpAt Valve BOx (FCLWO)
19
EA
to tp-
210-04
Relocate Blow OR (FCLWD)
2
EA
7 t 1 Z-. 4� 1
MAR-04-03 TUE 02:59 PM CITY/FT CC !INS, PURCHAS
F.X N0,
970 2216i07
P.08/10
Project: `
Lemay Avenue Widening Project
ADDENDUM #1 BID SCHEDULE
N
D4eeeprlon
E*tlffw
Unit
unit Coot
IUn . cost
304-01
Aggregate Base Course - (Class 5 or 6) - V Depth • (CIP)
10.794
TON
304-02
Aggregate Base Course Patch Placement - (Class 5 or 6) - 8' Depth • (CIP)
377
TON
I - • • 1�(
tl , ��.� . 1 C:
308-01
Reconditioning (8')
19.015
SY
�:} • .7
i l , L { i .?�
307-01
FlyashSubgradeStabilization -(12%)
33.649
SY
4.2,6
L43,v0^, a�i
403-01
Mot B"rtuminous Pavement - Grading S (3' Depth) - (PG 6t-26)
7,079
TON
A.. 40
14 3, `J 1 —► . to Ci
403-02
Hot Bituminous Pavement -Grading SG (4' Depth) - (PG 64-22)
7,807
TON
�3 ;r
I i 1 �i"� , t 4
403-03
Asphalt Paver Patching - Grading S (3' Deptn) - (PG 64-M)
215
TON
4P - 4-1
iD ,(,fit , I!j
403-04
Asphalt Paver Patching •Grading SG (4" pepth) -(PG dL22)
495
TON
3tv • 6>
r
.1
403-M
Asphalt Patching - Grading SG (4 Depth) - (PG 64-22)
69
TON
W .' 116
_ 4.
40346
W x V Beaver Slide at Fossil Creek Bridge - Grading S (4' Depth)
32
TON
420-01
Geolexlik Paving Membrane
9.000
SY
L)o
420-02
Geogrid Stabifization Fabric
1.188
SY
50541
45 i20' Type L Rip -Rap. 6' Topsoil (CIP Per Detail) Ste. 22+50 h
1
LS
60842
22'x50' Type L Rip -Rap, 6' Topsoil (CIP Per Detail) Sta. 22+60 n
1
LS
505-03
10'x10• Type L Rip -Pap. 8' Topsoil (CIP Per Detail) Ste. 37.00 Lt
1
LS
446,'1p
440� ` j 0
505-04
LOWS' Type L Rip Rap, 6" Top Sod (CIP Per Detail) Ste. 54+30 Lt
1
LS
' 114.+-- 1
_
`1 U . b
I
501-01
10•x 12' Pedestrian Underpass with Skylights
125
LF
(4,14 ,Z4
2G'1 '34 2 ,S0
601-02
4' x 12' Pre Cast Box Culvert - Wngwalls f Paraphet Wails and Toe Walla
160
LF
Z L"I ;-,.3
Zt9 `>c { . Q
601-03
R 3 R ParePd Walls Q Blom Creak Sax Culvert
23
LF
603-01
1s ADS N-12
25
LF
1-5 .-t I
e44 r •j g
603-02
WADS N-12 FES with Grate
1
EA
4�i�.3ri
45; . 3`,,N
603-M
15' RCP Class 111
300
LF
Z9 i1 .
2,42i iirJ
603-04
18' RCP Class III
25
LF
1,; , i ?
104
60105
24'RCP Class III
18
IF
-1-1,1?
11U'3S,
W3.06
24' RCP Class III FES with Grate
1
EA
1 ' . UD
-l`cl ; . JD
603-07
Remove and Reset Existing 30' ADS FES
1
FA
1.?:" .JIB
503-M
Concrete Joint Encasements
4
EA
603-09
Median Underdrain Pipe System - (4' Perforated Pipe)
,,
870
LF
1 •FJ 1
d, O 1 $ . 1
603-10
Median Underdrain Pipe System - (e Solid Pipe)
315
LF
Z:,. •j+l-
�, _� F, i� J
603.11
Connect V PVC Solid Median Underdrain to a new 4' Manhole
I
EAi}-
603-12
90 Degree PVC Bend (47
1
EA
'rD OD
803-13
18' PVC SOR•35 (or District equal)
30
LF
3 a fj-7_
604-01
IV Type R Inlet
1
EA
') f `"afo : Q
3 r r")ip
604-02
Single Type 16 Combination Inlet
1
EA
_ [1 tcl 1U
{ 1b
r .-a.'•tG
504A3
Double Type 16 Combination Intel
I
EA
^,,L 1. (5
S7 . L S
604.04
Inlet in Retaining Wag with Trash Rack
1
FA
"{ A -I • Z1 i
,4lo
604.05
4' Diameter Manhole
t
EA
111, L., 4.1
[ .1 -4, •'j-3
607-01
3 Rail Dowel Rail Fence with No Climo Fabric
467
LF
I i . ;` I
c) 412n r' j
607-02
Orange Safety Fence at Golf Course
1.739
LF
n.. i I
r ,
i i '-1
607.03
Portable Chain Link Fence (5 Kgh)
$00
LF
Ic1
fu.
r1,1+1:
609-01
Concrete Sidewalk (6)
35."S
SF
t''V(,r
1 4-I ;`'1 1 . y f}
WS-02
Concrete Sidewalk (V Thick with Fbennash) - Yosemite Brown (Saw Cut Joima)
5,272
SF
;. `, 1
_
%' 4 R
606-03
C inc ale FlaMark at Underpass (6' Thick) - (Grey)
4.672
SF
:-�1
13 21'
608•04
Concrete Access Ramps with Truncated Dome (8")
6.293
SF
_
13
608-05
Concrete Drive Approach (6-)
800
SF
00
MAR-04-03 TUE 02:59 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707
P. 09/10
Project: ADD M M #1wBID?CPHErULE
po fm Daasrfaoen �� Unit Unit Cear Item Coat
60& 06
Concrete Cmupan with Aprons (9112'
7,621
SF
• i,i�
608-07
Hi -Early Concrete (24 Hour)
222
CY
` o. CIO
60808
Flowable 171I1 Concrete
600
CY
IV . 12.11
W8.09
Exposed Aggerate Median Spbshblock (4)
14,017
SF
4 t ^c.
609-10
Pedastrisn Refuge Island
300
SF
4 r "7
808-11
Patterned and Decorative Asphaft Crosswalks
2.650
SF
t. , r
609-01
Vertical Curb & Gutter (30-)
7.177
LF
608-02
Dutfall Curb d Guitar (181
5.689
LF
'D
W"3
Dnveway Curb Cuts (25' Wdm)
3
EA
i j . Ls
WO-04
R 3, R Vertical Curb and Gutter
150
LF
'} .3 •
60945
R & R Drive -Over Curb and Gutter
100
LF
S , l
61"1
Pressure Grouting
75
CY
1'riz ,i
519-01
20" DIP Class 51 with FieW Lock Gaskets
500
LF
--3' L :)
619-02
20" Butterfly Valve with Valve Box
2
EA
619-03
20" 45 Degree Bend with Thrust Block 6 Mega -Lug
7
EA
819.04
20" 22.5 Degree Bend with Thrust Blade 6 Mega -Lug
2
EA
�:T.f`� �i )
619-05
2' Air Release Valve with Manhole and Vent (Per FCLWD)
1
F.A
Jkk
612-08
Connect to Fisting 20- DIP Main
2
EA
619-07
Fue Hydrant Assembly
3
EA
019-08
Slow -Off Assembly
1
EA
61"
Remove Existing 20- Valve (Ceriver to FCLWD)
1
EA
519-10
Steel Encase 2T DIP Live Water Main 36" x 31r Coated Casing (FCLWD)
18
LF
619-11
3W Irrigation Tap and Meter Pit
2
F-A
619-12
6" PVC - C900
80
LF
'Zi -
619.13
1 11r Water Service and Meter Pit
1
EA
`,j1
619-14
Wet Tap 6" x 2(r Tapping Saddle. Valve and Box
1
EA
Z'1 415.1 i
619.15
Cut 20' Valves in
2
EA
3�3*l . (O
r" I
44.�;W4"J. 0 D
411 15
21r;43 ct�
L11444.2S
►r 3`l'; 1�G
�145.'1'Z
Subtotal Lamay Avenue Quantities t 1 1 f -7
Lardocanina Quantities:
2810-01 lmgation System (This work don not Include median Irrigation) 1 LS "t7, i;.ipLOD —11, Gb2 .bU
- Topsofl - Mix for Medians 1,420 CY i 4 . 14- r}„ 1 ^i.. 14 . t o
MSE Block Retaining Wall (Approx. 4' High) 365 LF 7`i 3 ( i. (.5
Concrete Retainmg Wag (T Hign) 602 LF 1 i . (at' L 4`1�`?1 I , 34"
Restore Rods Areas For Private Owners 1 LS
"oo 0
Subtotal Landscaping Quantities;tQuantities;s
MAR-04-03 TUE 03:00 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707
Project Lemay Avenue Widening Project.
ADDENDUM n1 BID SCHEDULE
P. 10/10
Spw temr
bi ,
unit
YnM Cast
Met Cost
Number
sslecellaneoue
QuaMrles:
`i-
1 60
-
COMradBond
1.00
LS
'FJoo
62"1
Construction Surveying
1.00
LS
1
626-01
Mobilization
1.00
LS
630-01 Type Ill Barricades
630.02 Message Boards (7 boards for 20 days)
63o•03 Traffic Control
2.00 SECTION r31,5. 3 rJ
1.00 LS lftoi() QV
1.00 LS a * . ai
Subtotal Mier— Quantities: S. 100 i 1 49 . -- L,
The sum of tress two amourm will be used to determine the lowest succesalW bidder according to the following formula:
A + 8 X (the daily eat) = Contractors bid for evaluation for the lowest successful bidder
Where:
A = Conbadoes total bid for the work items
B - Number of Calandar Days required to substantially complete the Work
Daily Cost for this Proled a S4.109.D0
T1w+bq;bi*&swil'esweastilj/itiortltrpepeseddge itrMMipltr:fo�wtanraissAdNdderaMNlt.i.rosNarsonttts r�
Pt (' i
A a Total Construction Cost (Lemay Avenue. Landaraping and Mist. QuaMitles) f L f C1 S 1 j 415 ,�� . I S
e -- Total number of calendar days bid
Total number of calendar days bid ( I �� ) X $4,109.00 = f 7� S✓ � V r
ADDENDUM #1 BID SCHEDULE ,^
TOTAL PROJECT COST = A + 8 X (the daily cost) = f1Z� 49 rj • t J-