Conformed Bid Breakdown` CONFORMED BID BREAKDOWN
~.
,,"'..`
e,,..'^
CONFORMED BID BREAKDOWN
The following unit quantity breakdown is provided for informational purposes only. Bidders shall rely on their own quantity
take-offs in the development of their lump sum prices. Cost component of award will be based on the Grand Total Bid
(Lump Sum Base Bid plus none, any or all Alternates which will be selected at the City's sole discretion). Bidders must fully
complete the Bid Breakdown Form to include quantities, units of measure, unit pricing, and totals in order for the bid
submission to be deemed responsive. Non-responsive bid will be disqualified from consideration for award of contract.
NEIGHBORHOOD: No. 12 SOUTH POINTE
PROJECT: SOUTH POINTE ROW INFRASTRUCTURE IMPROVEMENTS PROGRAM PHASE II
SUMMARY I
~_.__..__ ...................._.
DIVISION 1 -GENERAL CONDITIONS ~ $
DIVISION 2 - SITEWORK $
DIVISION 3 -CONCRETE $
DIVISION 16 -ELECTRICAL $
TOTAL LUMP SUM BASE BID: $
ALLOWANCES:
Permit Fees (Base Bid) $110,281
Consideration of Indemnffication (Base Bid) - ~ 525
- -^ - -~ - ---'-~__.__-____-_-.~..___.._._._...._.~.~-.._
Li
l Fi
i -_--------- i.__-~ -•-I - $56,000
re
nes
ona
Allowance for Addit
._.._.____.._ -`---
. I
_
ALTERNATES: _ _M.. ~.._.- ~- --- -----~.~-.^- QUANTITY UNR PRICE TOTAL
Add Altemate No. 1 -Removal of Encroachments (ET-2, Specification Section 02020) EA I ~
_ ,,, I .....___..._...-._.__._.~_.___.-.~_
! __
Add Alternate No. 2 Cleaning of Existing Drainage System Structures Per LF of Pipe & per Structure (Specification Section 01026):
__..__.._.__ ______ .__.--_-- ---_.-_----•--_T._____~.._____._._~.
______-.____..__...-.-____
___..
_ LS
_____ ~ ~ 550,000
r
_.
_.,___
I
---_.-_-_~T-•--____.. --___._..~
~ -'^
~
'
__ i
Add Alternate '__...-_.....__.---_._...-__._.......__..-.._.___._~.____~---_._.___.-------_._____...._.___.r. _.._.__-.~_---- ---•---__.~
No. 3 -Vacuum Clean & Reconstitute Drainage well Structures (Bidder insert Unit Price & multiply by 5 to ~
----~-
5 i EA ~
insert Total ~ _
--.__-- .~. _._._-__.-.
~
-
__-___._-.-...-_~T____.-...._~. _..__.-.. .___.._.
I
Add Altemate No. 4 -Additional Isolation at all Crosses and Tees S cification Section 01005 ~ j EA I'~ -$56,000
i ~ ~
~ I ~ ~ i
Add Altemate No. 5 -For the Procurement of the Services of a Public Information Liason LS
Add Altemate No. 6 -For Providing Staging (Specification Section 01026) ; LS
i
GRAND TOTAL BID: $
BIDD ERS
DIV. ITEM
NO. ;DESCRIPTION
QUANTITY
"UNIT UNIT
PRICE
TOTAL
DIVISI ON 1- GENERAL CONDITIONS
~
_.
~_ . __.
.
~ 1
onds and Insurance
~0
2 tion
bili
M LS
I
I za
o
--..._..._.__....._._.__.-.._....._.......__.........._..._............._.-._..._._.........._..._........_.-..._..._..._._..._._.. ..----.-.._.__......._ _.._.._....__.__...._. __.-_.____..__... ..-._.._..._._._...._-----_
_._._ .............
3 _._._....---...---._._......_......----..._.-.-...------...---......._.........._............_
Cost Associated w/Phased Substantial Completions LS
4 Survey And Layout Site Controls LS
5 Maintenance of Traffic LS
Additional Misc. General Conditions -This line item may include, but is not limited to: preconstruction
video /photos, coordination with CMB PW D/residents/other contractors, monthly aerials, construction
6 permitting coordination, office rental/field staff/clerical staff/equipment, project constraint (no more than LS
~ 650 LF or roadway and 415 LF of alleyways in a section be under construction at one time), project
overhead and profit, etc.
7
DIVISION 1 -GENERAL CONDITIONS TOTAL:
DIVISION 2 - SITEWORK
•.--,-- STORMWATER:
~
.~
~
_ ______-__----.----_~..
.~_.~.----._.__.__
~..._-
_____._.T~
IDrainaae Structures ~_._.___________.____.~_.~._ ~~_.__ _..~.____
__..__ _
~
--
-
~ 8 Weir Control (4' X 8') Jefferson Court (6' - 8') EA.
9
L Weir Control (6' X 12') Jefferson Avenue (8' -10') EA.
_
____
-._
.-_
10 _ _ ______-- ___.___ ______
Catch Basin 30" X 48" (Curb Inlet Frame, Hood & Hinged Grate) (0'-6' Deep) - EA.
~~11 ~
Catch Basin 30" X 48" (Curb Inlet Frame, Hood i~ Hinged Grate) (6'-8' Deep) EA.
_
12 Catch Basin 30" X 48" (Curb Inlet Frame, Hood & Hinged Grete) (8'-10' Deep) EA. -
j 13 Catch Basin 30" X 48" (Valley Gutter Inlet) (0'-6' Deep) EA.
~ '
'
" EA
,
14
I (Valley Gutter Inlet) (6
-8
Deep)
Catch Basin 30" X 48
.---.____._.___.___._._-.__ ___._.__..___...__._._._.--
_.---._..._.__ ~.._ .
__ _._._...
._..._.___
_---_.-
15 _____..._------•--._-__.__.._______-.-_.~.------
Catch Basin 4.0' X 8.0' (Valley Gutter Inlet) (8'-10' Deep)
.-...___._...---.~.__._..--.--_._...~.__.___.-._.-_..._-.-_--.~._
.
.__.__.__.__..-.._...__- EA.
. _.___----_
.~.~.~.
.._.-.-__.~--
--..._._r---__._.
16
i -
.-_.-....__.__._._..____.........._.__.__.~._________..-..-.___..~._
Catch Basin 4.0' Round (Valley Gutter Inlet) (6'-8' Deep) EA.
_
_
-I-°-- --
j 17 _ _____.--
-----_-. _._-_.__.~ -.-_-.~___._ _._.-____T_____.._._-._-_. -- ----.____.__.-_-~. _._
Catch Basin 4.0' Round (Valley Gutter Inlet) (8'-10' Deep) -....._. __.--_-- ___..-__
EA. ._-~ .~_..__._._
l
~
18
I Catch Basin 48" x 48" (Valley Gutter Inlet) (8'-10' Deep) _._.___
EA. ._._.__...~ ---.-.___--
r--.---
19 t--__--__.-.---....-.----.._.__-..._--._.__._._._..._._.__. _.--
~ Catch Basin 3.5' Round (Valley Gutter Inlet) (8'-10' Deep)
EA.
-----r--.___-
~, 20 t---.------.....__-_-_.-----------~--_..._____..__.._~.-----._-_....___..._._
~ Catch Basin 3.0' Round (Valley Gutter Inlet) (0'-6' Deep)
EA.
21 Catch Basin 42" x 42" (Valley Gutter Inlet) (0'-6' Deep) EA.
22 (Catch Basin 60" Round (Curb Inlet Frame)( 6'-8' Deep) EA.
~! 23 ~ Manhole 60" Round (6'-8' Deep) EA.
24 I Manhole 60" Round (8'-10' Deep) EA.
~~ 25 1 Catch Basin 48" Round (6'-8' Deep) EA.
26 I Manhole 48" Round (Inlet) (8'-10' Deep) EA.
~„"'.,
.*""`^•
BID DERS
DIV. ITEM
NO. DESCRIPTION
QUANTITY
UNIT UNIT
pRiCE
TOTAL
27 ~ Manhote 48" Round (Inlet) (10'-12' Deep) EA.
._._.........~._._~ .._......_......__
28 ( w.__.........._._._.......___...-•----__..-......_-......._....._.....__...............-. _. _.
Catch Basin 42" Round (6'-8' Deep)
.._._...___._...__._._ ........................__...._............._.__-._._._....._....-..._..-..._......._._-._..._._-...._........_.__......_..........._...
.
.
.
.
_._......._._...-__._....._
EA.
_.._._._...._...-.
-._...._..___....-
___.._...._..._...__.._
_._._...._..._._
j r.__._._..._.__
29 ._._..
._.
.
.
f__.-__........_._..._...___.__......._._...._-......._.._..
Manhole 42" Round (Inlet) (6'-8' Deep) EA.
30 r___._-__..__..._.. -.---. _.__...._._.__
(Manhole 36" Round (6'-8' Deep) EA.
31 J--~--...._.__... _- ---__.._..- _._._..
(Catch Basin 36" Round (D'-6' Deep) EA.
32 (Catch Basin 3.0' X 3.5' (Modified Curb-Sd146) (0'-6' Deep) EA.
33 Catch Basin 3.0' X 3.5' (Modified Curb-Sd146) (6'-8' Deep) EA.
- 34 Catch Basin 17" x 27" (D-1) EA.
-
---___._._-_
.-._....___._ _ _
...__... __._._ .___._.._._._
36 r_._....__._.__ ............._.......___..._..__._~.-_._..._ _...__.._._..._...._...._. __._._.__..._..__._._..._.____.-......._._._......_._._......__.___.-_._.....____._....__._..__....__...-....-...
(Conflict Manhole 60" Round (6'-8' Deep) .....-.---._._._..._.-_ _...__._...._.
EA.
l 36 Conflict Manhole 48" Round (0'-6 Deep)
....__...___..-_._..__._.._.-.___.___.-_.._....__.__-__.-__-__.__._......_______.._
~
_____._.__-__ EA•
-______.._
.~~._
-.__.~._.___
. _.-.-.__
I --_..__
37 .__.._-___....___._.____.._....----_-___
Conflict Manhole 42" Round (6'-8' Deep) EA.
38 Conflict Manhole 36" Round (0'-6' Deep)
.. EA.
~
i 39 rBox 4.10' x 5`0' LD. (8'-10'
Deep)
.
__ EA.
_--
--
-
.' -
40 .
_~._._r -_.~_-____~
__.._.____
i Miscellaneous Works
~) 42 Remove Top Slab & InIeUCover of Exist. Struct. & Replace wlNew Slab &InIeUCover ~ ~ EA.
43 Connect Exist. Storm Pipe With New Structure EA.
--- 44
---- Connect New Storm Pipe With Exist. Structure
.---.-----.___.-..~ .-_ _..._.-_____.__-.__.-.~._.._.._...~.._._..-.______. ....-.-.- EA.
_-
_
7
45 I Remove Existing Structures EA.
~
46 I Inspect and Clean Existing Structures _ ~ --- - ____ ~~ _ EA.
~ 47 i Inspect and Clean Existing Storm Pipe L.S.
____.--j-----~j-___.___._....___.__..._-.._..._._._..._.. ._._._---..-_.......-.---.___._._.--------.____....-.___.-.___._...._._.__-•-- --.r._-____ ___ ---.-- -.-.._
48 (Remove Existing Stonn Pipe
~49. i ._._.--__-. _._._._. -_.___ __--. _ .-----.--.-._-__. _.. __.-.__..-..__.__... _.-_. _ _.._________.._.._- -_--._-
-. -.._.____- L.F.
---
-_.___I ~... _...___...--_--..._.~...__.___.~.-.-.----.-_._._.__._.__...._____.._._..._.__.___......._......__.._____._._.._..._.___.._
50 ~ _.._.._.._.-.___... _-._.....~._ .__. _.r_
Drainage Piainp
I
51 112-In HDPE Solid Pipe
L.F.
1 52 I15-In HDPE Solid Pipe L.F.
53 118-In HDPE Solid Pipe L.F.
~ 54 124-In HDPE Solid Pipe L.F.
~ _. 55 -+---------......_._ _ __._._._._.__._._....-----...._.-.._- _ __ ------._._.~..__....._....._.._._..___._._._........_.....---------...__....-----...__ ---_...._....-
Reinforced Concrete Slab (for ground cover less than 24") ---._._...---..._._._._ .-.__._.._._..
L.S. ._..-___.._ _ __-__._...----
56
57
Gravity Well System
BID DERS
DIV. ITEM
NO DESCRIPTION
QUANTITY
UNIT UNtT
TOTAL
. PRICE
58 i 24" D.I. Gravity Well E.A.
59 Structures for Gravity Wells E.A.
60
SUBTOTAL STORMWATER:
WATER :
PAVEMENT ASSOCIATED WITH UTILITIES
61 Clearing And Grubbing
_ ................_._...__._...._.~._.._.~._.__......__......_._._..__.._.r......._..._~.____
.
.
.
._..
.
.._.~__.._.__~._~.._~ SY
...._.___~.___
..._...,._._._._~.
_...__.._.___._._.~.._
~..____.... ___...,_._.
62 ( ..~
_
_.
...
.
..~...._..__...._........_..__._......_......_...---._..._.._._._..__.__.~.~__._.__.--.--...
Pavement Removal SY
63
I
__~. _._. ___. - - ~
r _
Bulk Excavation
._.._._~___.~.._.~...._.~.___.,_._.Y._..._..._.._._._._~_.__._-___ ~_----_.
~._...__._._..._..__.....~_. CY
_.__._ ~._._
_
_.___._...~.~._
_ _
64 ... ___._~
Geosynthetic Reinforced Foundation (Soft Soils Only) SY
. ~._...~
65 _. _.Y._._._.____
Type B Stabilization (Lbr 30: 12-In Thick)
SY
__-- F-- 66 ~ Limerock Base (12-In Lifts, Double Course Primed) SY
67 Type S-1 Asphaltic Concrete Pavement (2-In Thickness) TN
68 Excavate and Dispose of Unsuitable materials TN
69
70
71
72
SUBTOTAL PAVEMENT ASSOCIATED W/.UTILITIES:
UTILITY WORK -WATER
73 Furnish and deliver 12" D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
74 Install 12" D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
75 Fumish and deliver 8" D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
76 Install 8" D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
77 Fumish and deliver 6" D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
~I 78 Install 6" D.I. Pipe, Fittings and Valves for water main, incuding restrainment, complete. LF
79 Fumish and deliver 4" D.I. Pipe, Fittings and Valves for water mam, including restrainment, complete. LF
80 Install 4" D.I. Pipe, Fittings and Valves for water main, including restrainment, complete. LF
... T..___.-.--.__.. --------.____-- _-_._. _.~.._.___._.._. _.,.______._ __..__ .. ~ __~.._ _~.----.---.__.__. _.~. _._._,. _._.~._. ~.
81 I Fumish & Install Air Release Valve Assemblies (A.R.V.'s) for water main (complete). EA
82
I i Furnish & Install 20" x 8" Tapping Sleeve & Tapping Valve and make conect to exist. 20" W.M. complete. EA
~__.......__ ._...._._...-~
83 ,__--_ __ --------._.~.___. _ _-~---------..__......._..-~---~-----
I Furnish & Install 12" x 8" Tapping Sleeve & Tapping Valve, & make connect. to exist. 12" W.M.complete.
EA
84 I For making a connection to an existing 12" D.I. water main complete. EA
' 85 ~ For making a connection to an existing 8" D.I. water main complete. EA
86 For making a connection to an existing 6" D.I. water main complete. EA
,,~,.`,
BID DERS
DIV. ITEM
NO. DESCRIPTION
QUANTITY
UNIT UNIT
PRICE
TOTAL
87 ~ For making a connection to an existing 4" D.I. water main complete. EA
_. F _.....__ ............
88 .._......................___.........__._._...._..._....__._._......_.._._._... _._._._.. .
Furnish and Install Fire Hydrants assemblies, complete
......_...._.__........_..........._..~._........._......_....----._.._.._.______..._.__._....._._._...._.......----...._.~.
.
_...._............._......_...._._._
EA
..__.......__._.._._
.._..._._._....---_
__._..._----__._....._
___._._.._...I
I - ...................!
89 ( .
_...----..__._............---._._~._..._..._.._....__.___._._._............_...___........__..._._.
For installing 1-inch single water services including boxes, and miscellaneous material. EA
~ 90 For installing 2-inch single water services including boxes, and miscellaneous material. EA
__
91 ~
Remove and Disposal of Unsuitable soils
CY
92 ~ Furnish and Install additional suitable backfill material CY
--_._._....._. __._.__._t
~
93 ......_._.-._...__...._.__. _._.
& tnstall
Furnish
Polyethylene wrap for D-1.P. as ordered by the-Engineer.`. ,, _._...._._.___._.-...._.._.-...._..____._._.
._.._..._.__.._.._____
.__ LF....._
._..____._.._
_______....__~._.__.._
___._._.._- ._._
_
..
94 ( '
_
Construct Asphaltic Conc. Surface Course Type S-1 (2" Min.) for Pavement Restoration.
TN
95 ( Construct Compacted Limerock Base (12" Min.) for Pavement Restoration. SY
96 1 lnstallation of trench overcut in 1' depth increments. LF
.__~.
97
Sheeting & Shoring left in place as ordered by Eng.
_
SF
' 98 Fumish~and Install Concrete Sidewalk SY
99 Fumish and Install Concrete Curb & Gutter LF
100 Remove Exist. W.M. Valve boxes & riser on main to be placed out of service to 2' below finish grade EA
101 Adjustment of Existing Water Main valve boxes to match finish asphalt finish grade
~~__M
~ ` EA
102 Adjustment of Existing Sanitary Manhole to match finish asphalt finish grade EA
~
103 ~ Place out of Service and Remove Existing Fire Hydrants EA
~~ ~~
104 12-inch Butterfly Valves and Boxes EA
105 12-Inch DIP Fitting (45 Degree Bend) EA
106
107 ~
108
~ 109
110
SUBTOTAL UTILITY WORK -WATER:
ISTREETSCAPE:
..
-----
---_.__
_._._. ~.
~
I
iHardscaae
"
"
" SY
Stabilized Sub-Base) (Alleys)
Limerock Base 8 12
Asphalt, 12
I 111 New Pavement (New grading, 2
i
112 I New Pavement (New grading, 2" Asphalt, 12" Limerock Base & 12" Stabilized Sub-Base) (Sts. & Aves) SY
113 ~ Remove Existing Pavement SY
114 Bricked Driveway SY
115 I Remove Existing Sidewalk SY
116 I Remove Existing Curb And Gutter L.F.
117 (Remove Existing Valley Gutter L.F.
~.
BIDD ERS
DIV. ITEM
NO. DESCRIPTION
QUANTITY
UNIT UNIT
PRICE
TOTAL
i
118
Remove Existing Parking Meters
E.A.
_._........__...-r ._.__._....._f ..----__ .........................-. _.
119 ,
_._....._...__. • 120 ~
_....___._..._
._....__...._..._._...
i Pavement Markina and Sianaae
121
I .._._._._.__. _... _... -.-_-. _. _
Double 6" Yellow (Intersections)
..._.._...__.__._....__.._...._..._.........--.--__._..___.____.........._....__.__..._...._.__.___....._........._..
.._._.___._......_._._._._..._
L.F.
.._.-..__..-_.
.._........._..._..._.
_._....._._._.__-_.....__.
..........._
_..
t
~
. __........_._.
122
. _.___.._._-.__......---....._......_.--.--.._...._._._.._...._ ................_......_...__.._......._
24"Solid White (Stop Bar)
L.F.
123 10'-30', 6" Yellow Skip Line L.F.
124 6" Solid White (Parkings) L.F.
125 Reflective Pavement Marking (Bi-Directional Amber)
_._. _-
. _ _
M EA
_.._. _._.._ i ..._.....___.. ~
126 ..
.
.. _._._.... __.. ___ _. _. _. __._._._. _
6" Blue Handicap L.F.
127 ( 6" White (Crossway)
bl
D L.F.
128 ou
e
Double 6" Solid White (Logitudinal
Line) (School Zone) ~ _^-~~ _ ~ , -, ____-.._-_ L~~ ____ _._~..~._
u 129 W
12" Solid White (Stripe Line) (School Zone) L.F.
130 i 2'-4' , 6" Yellow Skip Line
._.-__-- "--"_
"-~ L.F.
-_--~-~ 131 Pavement Messages~~-____.____........_.__._.-...~-.~_.____-....---_----
~^~~ E.A.
~
132 -
~
-
Remove and Relocate Existing Signage ^ •- _~ E.A.
_
I ~
I 133
134 -_~
_Y
~~!
LANDSCAPE & IRRIGATION
_._.__ (REMOVALS:
~
-.~-----_.._..._.__-_._....~__~___....________..-_. --
-~_~
TEA
--~
~~~
LARGE TREE REMOVAL
135 .
136 I PALM REMOVAL
j EA.
.... -----._.__ ___ _-^..____
___..--.-- 137 ~
i
r___._._._ __._._._.....--..__-.- ..---.-._._.-......._._---______..____._.__.____------.....-.__.----.__.-._~_-._.
138
.______.__....__
.__..
.__._...____._
___ A
(RELOCATIONS:
_...._.. ~__-T-___-
__..----_-_.-____
--.~._
...._._.___._.-
_.-._.._. _._--._
-. __._.. .._.__.?.-.-_._.._ _.__._.~__._..__...__ _.___.--.--.--.-.-.--_._..._---.__._ .----.--------.. _ .__.._~
139 ~~ PALM RELOCATION EA.
...
__. ""- 140 TREE RELOCATION
_.-.--.----___.._---.__.._.... ~._._..........-.-----._._.-._.__.._.._.._._.--.-.--.__.-----__......_..__....__.__..._.._.._..__.._...__- _.__._-_-___~..__
...-.--.-.--.-.--.._.-- EA.
._-._ .__ _...-
.--.--_...._.__._
. _........__.____-._._._. __.
~ 141
i
-_..._..___ .~ ..___.-_..._.t___.___-.__.._._...._.._..._----._._.____...___-..........__.......~.._.......__~_......_..._. -_...-----....__.__._..-..-._......__.._._
(TREES:
142 SHADE TREES - 14' HT.
_
.----.._.__.._.-...---..___---
-~--..._---.._..._. EA.
.----_..._._._._._
._..........._.__...._
.....-------------
_.
143 '_._____-_._._._...._._._.__._..._...._...._._._~.____...._.._..._._...._._._-....__---~----_-____..........-----.......--~----....----.....
SHADE TREES - 16' HT. EA.
144 SHADE TREES - 18' HT. EA.
145 'SPECIMEN SHADE TREES - 18' HT EA.
146 MEDIUM/ SMALL TREES - 12' HT. EA.
DIV. I ITEM
NO.
DESCRIPTION
BIDDERS
QUANTITY .UNIT UNIT
PRICE
EA.
EA.
EA.
EA.
LF
EA.
EA.
SF
TOTAL
158 ~ AUTOMATIC IRRIGATION (2ND ST, 4TH ST, SCHOOL PLAZA) LS
'~ 159 CONTROLLERS -CONNECTIONS FOR AUTOMATIC IRRIGATION ~~ ~ ^ ~~ - EA. ~ ~_--
~j 160 WATERING FOR ESTABLISHMENT LS
61 AUTOMATIC IRRIGATION FOR CORNERS LS
162 ~
163 ~
164
DIVISION 2 - SITEWORK
DIVISION 3 - CONCRETE
---~------._.
' 165 ( r~-_._._.T._____.__.__.__.___ ______---._.____ .__.~-_~__.. _. _..
Sidewalk (4-In Thickness W/Color) SY
166 Sidewalk (6-In Thickness W/Color) SY
~ 167 Sidewalk Curb Ramp (W/Detectable Warning Surface) E.A.
i
168
Concrete Curb And Gutter
L.F.
169
'~ 1 I Concrete Valley Gutter
L.F.
-- ._.__
~ 170
i .-.___.__..._.~__._._.______.
~ Concrete Curb
....._...__._......._ ..............._._................_._.___.............-__......~_..._......_............_...._..._._.__........_..._...._._._._---._..._._._...._...._.....---............__._._.._..._...._ -- --
_._.
!
..._..._....__.._........._...._
L.F.
..__......__._._......_
. __._..._.........._._.._...
~ ._.._..-----.~._.__ __
._._...._._..._
_._........__
171 _
...._._._._._...._._....._..
I Concrete Driveway SY
172 .
i 173 'i
i 174 ,
175
/"~
BIDD ERS
.DIV. ITEM
NO. DESCRIPTION QUANTITY UNIT 'UNIT
PRICE TOTAL
176
177
SUBTpTAL CONCRETE:.
DIVISION 3 -CONCRETE TOTAL:
DIVISION 16 -ELECTRICAL
LIGHTING !ELECTRICAL
Electrical Service /Street Liahtina:
i 178 Distribution Service Panels-(Nema 3R-Stainless Steel) EA
179 Lightning Arresters EA
' 180 Contactors-60 A- 3P EA
181 iContactors-100 A- 3P EA
182 Photocells EA
183 Electrical Equipment Support Structures ~'
184 Electrical for irrigation controllers ~'
185
Conduit Wire And Trenching:
186 Pvc Schedule 80 LF
I 187 ~ #4 Awg Wiring (Thwn-Cu) LF
188 ~ Trenching(6" X 2') Incl. Ball LF
189 #& Awg Wiring (Thwn -Cu) LF
190 Misc. Conduit And Wiring LS
191
i
Light Poles:
192 i Light Poles (New)12 Ft Fiberglass Poles EA
~ 193 !~ Existing Light Poles (Removal) EA
194 ~ Exist Light Pole Recondition And Re-Install EA
195 ,I Demolition And Disposal Of Existing Electrical /Lighting LS
196 ~
(Brooks Products 36" Boxes EA
i 197 I, Driven Ground Rods And Connections( Copper Clad 314" X 10') EA
~', 198 GGround Clamps
i EA
-
199 Concrete Bases EA
200 I New Luminaires (Holophane-Granville W/Lunar Optics) And Lamps EA
201 I.FPL Service Connection LS
202
DIV. ITEM
NO.
~ I 203
,~''"''
BIDDERS
:DESCRIPTION UNI
.QUANTITY . UNR PRIt
DIVISION 96 -ELECTRICAL TOTAL:I
v T~OTA-L. jLUMP:S.UM ~BASE~BID:
TOTAL
~""