HomeMy WebLinkAboutPay Item Description 1Flagami/West End Phase it and Fairlawn Phase 1113 Sewer Improvements Bid No.: 06-07-012
Paee 138
00402
-
FLAGAMI/WEST
END STORM SEWER IMPROVEMENTS, PHASE 11 B-50695
Page 1 of 3
Line
No.
No.
Pa Item No,
t
pay Item Description
Unit
Quantity
Unit Cost
Cost
1
�2
101-1
Mobilization
LS
1
'720, ocv °
22d 060
102-1
Maintenance of Traffic
LS
1
/90,000°"
IV) 600
3
104-11
Floatin TurbidityBarrier
LF
290
c�
�0 j50 qo
4
SP -1
Pavement Drivewayrestoration 6" 1. R. Base & 1" As h.
SY
7970
5
SP -2
ete DrivewayRestoration, Includingall types of surfaces
SY
1595
b�a�
eS670 o
6
285-706
erock Base LBR 100
PAs
SY
23634
1
�2s4-'2 ca
7
285-711
merock Base LBR 100
5Y
343
26 ��
B q i
8
327-70-19
alt Millin 314" Avera e
SY
88946
�%
5
9
331-72
As haltic Concrete T e 5-111 Resurfacin 100 {b/s av
SY
829431�2a10
400-1-2
Concrete Class I Endwalls
GY
YY11
400-2-2
Concrete Class II Endwalls
CY
/F6 `'°12
415-1-3
Reinforcin Steel Endwalls
LB
13
425-1-543
Draina a StructureT e "D" inlet with "J -Bottom <10' de th
EA14
425-1-543
Draina a Structure T e"D" inlet with "J -Bottom >IV de th
EAtoo15
425-1-901-D4
InletsT e D-4 <10 ft. de th
EA
21 �,Qp`O
16
425-1-901-D5
1 Inlets Type D-5 <10 ft. depth)
EA
11
3,4 p0 ¢°
aq b00
17
425-1-901-D6
Inlets Type D-6 <10 ft. depth)
EA
21
C,,4,60 °`
18
425-1-902-D8
Inlets Type D-8 <10 ft. depth)
EA
5
6-700"'
-5.4,Voo co
19
425-1-901-D8
Inlets Type D-8 >10 ft depth)
EA
7
6p, ion to
20
425-2-101-134
Manhole Type D-4 <10 ft depth)
EA
4
3,600so
/4,-+6000
21
425-2-101-D5
Manhole Type D -S <10 ft depth)
EA
17
-?,Ccoso
22
425-2-101-D5
Manhole Type D-5 >10 ft depth)
EA
3
6, Odtlo
1y, 04!�ea
23
425-2-101-D6
Manhole Type D-6 <10 ft depth)
EA
8
-1:747"
37,-00
24
425-2-102-D6-
Manhole Type D-6 >10 ft depth)
EA
1
7 2,*
7 Z40ov
25
425-2-101-D8
Manhole Type D-8 <10 ft depth)
EA
10
6 eco
28
425-2-1.02-D8
Manhole Type D-8 >i 0 ft depth)
EA
14
' 06
1 20 #l00
27
425-2-72
Manhole Type "J-7" <10 ft depth)
EA
7
q, 1,00' a
70<? do
Flagami/West End Phase it and Fairlawn Phase 1113 Sewer Improvements Bid No.: 06-07-012
Paee 138
Line
uu4uc k-LA,
GAWIMEST END STORM SEWER PROJECTPHASE 11B-50695
Pa
No.
Pa item No.
Pay item Description
Unit
,
Quantity
Unit Cost
e 2 of 3
28
430-11-323
15"RCP Class Iii Storm Sewer, an de th of cut
LF
Cost
29
30
430-11-325
18" RCP Class 114 Storm Sewer, an de th of cut
LF
510
430-11-329
24" RCP Class ill Storm Sewer, an de th of cut
LF
3469
-
31
32
430-11-333
30" RCP Class III Storm Sewer, an depth of cut
LF
1330
vp
C)
33
430-11-338
36" RCP Class 11! Storm Sewer an depth of cut
LF
3147
34
430-11-340
42" RCP Class 111 Storm Sewer, an depth of cut
LF
3825
00
'W1195 ,1/2 -. ac,
430-117341
48" RCP Class III Storm Sewer, an de th of cut
LF
1073
/d ?a
35
430'11-342
54" RCP Class ill Storm Sewer, an de th of cut
LF
2094
36
430-11-343
60" RCP Cl ass ill Storm Sewer an de th of cut
LF
1752
fs eco
2, j'dC� de
37
430-11-344
66" RCP Class Ili Storm Sewer, an de th of cut
LF
a�•
15 7 `o
38
430-11-3456
72" RCP Class 111 Storm Sewer, an depth of cut
LF
08
1085
232
mil -120,39
430-81-029
24" Solid CAP Storm Sewer, an depth of cut
LF
190
qoaC
40
430-81-033
30" Solid CAP Storm Sewer any de th of cut
182
!_
,,�� 2 �a
41
443-70-3LF
18" CAP French Drain, an depth of cut
35
`�°
&5-90o c
42
443-7-4
24" CAP French Drain, any depth of cut
LF
1104
q a
443-70-5
30" CAP French Drain an de th of cut
LF
1896
1A543
44
460-5-1
Manatee Barrier for 48" Endwall
LF
702
°°
f -
`�'6Z
45
460-5-2
Manatee Barrier for 60" Endwall
1
1"noo =`
1 7Ud.�
46
460-5-3
Manatee Barrier for 72" Endwall
1
t tea.
vo°"
47
520-2-4
Concrete Curb T "D"
EA
1'
����
z, It�Ci"c
48
522-1
Sidewalk Concrete 4" Thick ADA compliant rams
LF
125
Z, �JG s.d
49
522-2
Sidewalk Concrete 6" Thick
SY
4475
a
°,
12, J5
50
530-1
Ri Ra Sand-Cement
SY
527
51
575-1-1
Sodding Bahia
CY
15
52
580-332-2
Remove Existin Trees Cut and Remove
SY
44241
�d1
ZZI 2V�j`'�
Fiagarni/West End Phase 11 and Fairlawn Phase IIB Sewer Improvements Bid No.: 06-07-012
Page 139
FS_AGAMINYEST END STORM SEWER PROSECT TOTAL
FfagamiANest End Phase II and Fairlawn Phase IIB Sewer Improvements Bid No.: 06-07-012
Page 140