Exhibit B
NOTICE TO CONTRACTORS
ORANGE COUNTY, CALIFORNIA
Sealed proposals from CONTRACTORS licensed in accordance with Section A, Subsection 16,
Proposal Requirements and Conditions will be received on behalf of the COUNTY of Orange,
hereinafter referred to as “COUNTY,” at the Office of the Clerk of the Board of Supervisors, Room
101, Hall of Administration, of the COUNTY of Orange, 333 West Santa Ana Boulevard, Santa
Ana, California, on or before Wednesday, the 15th day of October, 2008, at 2:00 p.m., at which time
they will be publicly opened and read in Room 169, First Floor, Hall of Administration, 333 West
Santa Ana Boulevard, Santa Ana, California, for the following project to be administered by the
COUNTY of Orange, Public Works Department (formerly Resources and Development
Management Department), hereinafter referred to as “OCPW.”
CONSTRUCTION OF
Ortega Highway (SR-74) Widening
from
San Juan Capistrano City Limits to East of La Pata Avenue/Antonio Parkway
Hereinafter referred to as “PROJECT.”
SCHEDULE OF WORK ITEMS
(Plan #1) Ortega Highway Construction Plans
ITEM NO.
ITEM CODE
6
1
2
3
4
160101
(N)
066105
ITEM DESCRIPTION
Supplemental work
Mobilization
Clearing and Grubbing
Progress Schedule
Class “A” Field Office
Estimated
Quantity
1
(N)
1
Unit of
Measure
LS
LS
(N)
Item
Price
(in
figures)
(N)
Total
(in
figures)
(N)
LS
1 of 25
Exhibit B
ITEM NO.
5
6
7
8
9
ITEM CODE
(S)
10
11
(S)
7
070018
071321
12
074019
12
13
(S) 120100
14
15
150662
15
150706
16
150704
17
18
19
20
21
22
150742
150771
150806
150820
150855
150870
23
152386
24
25
(S) 153103
153221
26
153239
27
150206
16
160101
17
170101
19
190101
28
29
30
31
190101A
32
33
34
35
36
190101B
190110
(F) 192001
(F) 192003
(F) 192020
ITEM DESCRIPTION
Utility Potholing
Permits
Project Information Signs
Dewatering
Shoring
Legal Relations and Responsibility
Time-Related Overhead
Temporary Fence (Type CL-6)
Storm Water Pollution Prevention PlanSWPPP Manual
Traffic Control System
Furnish and Install Traffic Control
System
Existing Highway Facilities
Remove Metal Beam Guard Railing
Remove Thermoplastic Traffic Stripe &
Pavement Markings
Remove Yellow Thermoplastic Traffic
Stripe
Remove Roadside Sign & Post
Remove Asphalt Concrete Dike
Remove Existing Pipe/Utility Sleeve
Remove Existing Inlet
Remove Asphalt Concrete Pavement
Remove Concrete Deck Surface
Relocate Roadside Sign & Install on
new post
Cold Plane Asphalt Concrete Pavement
Bridge Removal (Portion)
Remove Concrete (Curb, Gutter, and
Sidewalk)
Abandon Culvert
Grading
Clearing and Grubbing
Watering
Develop Water Supply
Earthwork
Roadway Excavation (Cut)
Remedial Grading per Plans, Specs and
EEI Soils Report (Removal and ReCompact)
Remedial Grading per Plans, Specs and
EEI Soils Report (Buttress Keyway)
Lead Compliance Plan
Structure Excavation (East Trail)
Structure Excavation (Bridge)
Structure Excavation (Type D)
Estimated
Quantity
1
1
1
1
1
320
13191
Unit of
Measure
Item
Price
(in
figures)
Total
(in figures)
LS
LS
LS
LS
LS
WDAY
LF
1
LS
1
LS
731
LF
2006
SF
1453
8
3,150
1,453
5
21,299
270
LF
EA
LF
LF
EA
SY
SF
32
14150
638
EA
SY
LF
15
125
CY
LF
1
LS
1
LS
98,032
CY
103,515
CY
51,467
1
98
427
1,090
CY
LS
CY
CY
CY
2 of 25
Exhibit B
ITEM NO.
ITEM CODE
ITEM DESCRIPTION
37
38
39
(F) 192037
(F) 193003
(F)
40
193031
41
42
719589
193119
43
44
45
46
(S) 203014
(S) 203016
(S) 203045
(S) 203061
47
48
(S)
(S) 204099
Structure Excavation (Retaining Wall)
Structure Backfill (Bridge)
Structure Backfill (Retaining Wall)
Pervious Backfill Material, Retaining
Wall
Minor Concrete Backfill
Lean Concrete Backfill
Supplemental Work Description (For
Planting)
Fiber (Erosion Control)
Erosion Control (Type D)
Pure Live Seed (Erosion Control)
Stabilizing Emulsion (Erosion Control)
Highway Planting
Highway Planting
Plant Establishment Work (90 days)
Irrigation Crossovers
55
56
(S-F)
208698
(S-F)
208698
(S-F)
208697
(S-F)
208696
(S-F)
208695
(S-F)
208694
39
390101
390102
57
390108b
58
390126
59
390206b
60
61
62
63
393001
397001
395001
390102
49
64
490582
65
(S) 490583
66
490582
49
50
51
52
53
54
6" Pipe Conduit
5" Pipe Conduit
3" Pipe Conduit
2 1/2" Pipe Conduit
2" Pipe Conduit
1" Pipe Conduit
Asphalt Concrete
Asphalt Concrete, Trail
Hot Mix Asphalt (HMA, Type A)
Asphalt Concrete Base (Type B3, PG
64-10)
Rubberized Hot Mix Asphalt (RHMA,
Type G)
Asphalt Rubber Hot Mix (ARHM), Type
GG-B, PG64-16
Pavement Reinforcing Fabric
Paint Binder (Tack Coat)
Liquid Asphalt, SC-70 (Prime Coat)
Hot Mix Asphalt (Binder Type)
Piling
Furnish Steel Pipe 6" Diameter (Steel
Casing)
Drive Steel Pipe 6" Diameter (Steel
Casing)
Furnish Steel Piling (PP 16X0.500)
Estimated
Quantity
Unit of
Measure
945
1,178
1,733
CY
CY
CY
73
43
1,047
CY
CY
CY
1,920
49,357
37
300
LB
SF
LB
LB
1
1
LS
LS
660
LF
475
LF
778
LF
190
LF
114
LF
88
LF
118
32,797
TON
TON
5,862
TON
6,480
TON
3,735
2,053
64
20
208
TON
SY
TON
TON
TON
750
LF
85
5,595
EA
LF
Item
Price
(in
figures)
Total
(in figures)
3 of 25
Exhibit B
ITEM NO.
ITEM CODE
ITEM DESCRIPTION
67
68
70
71
72
(S) 490583
(S) 490655
50
(S) 500001
51
(F) 510051
(F) 510053
(F) 510060
73
(F) 510086
74
75
76
77
78
79
80
(F) 510502
515041
515042
518201
519100
(S-F)
(S-F)
52
(S-F)
520102
(S-F)
520103
56
Drive Steel Piling (PP 16X0.500)
18" Soldier Piling
Prestressing Concrete
Prestressing Cast-In-Place Concrete
Concrete Structures
Structural Concrete, Bridge Footing
Structural Concrete, Bridge
Structural Concrete, Retaining Wall
Structural Concrete, Approach Slab
(Type N)
Minor Concrete (Minor Structure)
Furnish Polyester Concrete Overlay
Place Polyester Concrete Overlay
Splashwall (Masonry Block Wall)
Joint Seal (Type B-MR 2")
Jet Grouting Columns
Soil Mixing Columns
Bar Reinforcing Steel
69
81
82
83
152386
84
566011
85
566012
86
87
88
65
650019
650030
650042
89
650042
90
650046
91
650046
92
650046
93
94
95
650211
650220
650224
66
665713
96
Bar Reinforcing Steel (Bridge)
Bar Reinforcing Steel (Retaining Wall)
Roadside Signs
Relocate Roadside Sign & Install on
new post
Furnish and Install New Roadside Sign
(1 post)
Furnish and Install New Roadside Sign
(2 post)
Reinforced Concrete Pipe
24" RCP Pipe: (Class II 1000 D)
42" RCP Pipe: (Class II 1000 D)
60" RCP Pipe: (Class II Special 1000 D)
60" RCP Pipe: (Class III Special 1700
D)
66" RCP Pipe: (Class II 1000 D)
66" RCP Pipe: (Class III Special 1700
D)
66" RCP Pipe: (Class IV Special 2000
D)
18" RCP Pipe: (Class II 1000 D)
30" RCP Pipe: (Class II 1000 D)
36" RCP Pipe: (Class II 1000 D)
Steel Pipe
12" Slotted Corrugated Steel Pipe
Estimated
Quantity
Unit of
Measure
195
162
EA
LF
1
LS
411
1,609
703
CY
CY
CY
123
363
1
270
74
127
1,308
2,373
CY
CY
CY
SF
LF
LF
CY
CY
454,426
LBS
80,583
LBS
24
EA
53
EA
8
EA
2,513
243
137
LF
LF
LF
800
67
LF
LF
120
LF
247
2,897
1,487
268
LF
LF
LF
LF
921
LF
Item
Price
(in
figures)
Total
(in figures)
4 of 25
Exhibit B
97
98
(S)
ITEM NO.
ITEM CODE
99
(S)
100
101
102
103
104
105
190140
106
107
108
109
110
111
112
(S) 705395
(S)
69
692309
70
703481
705315
705321
707117
707217
113
72
721010
114
721011
115
116
117
118
119
721011
727905
729010
73
731504
731516
120
731627
121
122
123
124
125
75
750001
(S-F)
750505
(S-F)
80
(S) 800300
(S) 800421
82
820118
83
12”Water-300 psi Steel Pipe
General Conditions
Potholing prior to Trenching
Pressure Testing and Disinfection
ITEM DESCRIPTION
12" Steel (CML&C) Waterline, including
fittings
20" Steel Casing
4" Blowoff
2" Air Vac
12" Gate Valve
Hot Tap Existing 20" Line*
Cathodic Test Station
Anchor Assembly
Concrete Slope Anchor (24" Anchor &
Assembly)
Miscellaneous Facilities
24" Welded Steel Pipe (Casing),
24" Alternative Flared End Section
36" Alternative Flared End Section
36" Precast Concrete Pipe Inlet
36" Precast Concrete Pipe Manhole
Clean Out (Type 1)
Rock Slope Protection
Rock Slope Protection
Rock Slope Protection (Backing No.2,
Method A)
Rock Slope Protection (No.2)
Minor Concrete (Channel Lining)
Rock Slope Protection Fabric
Concrete Curbs and Sidewalks
Minor Concrete (Curb and Gutter)
Minor Concrete (Driveway)
Minor Concrete (Curb, Sidewalk and
Curb Ramp)
Miscellaneous Metal
Miscellaneous Iron & Steel
Bridge Deck Drain System
Chain Link Fence
Chain Link Fence (Type CL-6)
Chain Link Fence (Type CL-10)
Delineators
Guard Railing Delineator
Railings and Barriers
1
1
Estimated
Quantity
LS
LS
Unit of
Measure
3,340
80
3
3
5
1
7
LF
LF
EA
EA
EA
EA
EA
2
EA
9
1
1
55
54
3
LF
EA
EA
LF
LF
EA
69
CY
48
1,855
546
1,855
CY
CY
CY
SY
335
CY
CY
483
CY
37,386
LBS
7,398
LBS
336
415
LF
LF
8
EA
Item
Price
(in
figures)
Total
(in figures)
5 of 25
Exhibit B
126
127
128
129
130
131
832003
(F) 833034
(F) 833088
(F) 833142
(F) 839521
839525
Metal Beam Guard Railing (Wood Post)
Chain Link Railing Type 7L
Tubular Handrailing
Concrete Barrier (Type 26 Modified)
Cable Railing
Connect Guard Railing to Structure
ITEM NO.
ITEM CODE
ITEM DESCRIPTION
132
133
134
135
136
137
138
839541
839584
839707
839714
839714
839714
839714
84
139
(S) 840504
140
(S) 840526
141
(S) 840506
142
(S) 840525
143
(S) 840515
144
(S) 840505
145
(S) 840505A
146
(S) 840567
85
147
(S) 850111
148
(S) 860251
Transition Railing (Type WB)
Alternative In-Line Terminal System
Concrete Barrier (Type 60 GA Modified)
Concrete Barrier (Type 80)
Concrete Barrier (Type 80R)
Concrete Barrier (Type 80 Modified)
Concrete Barrier (Type 80R Modified)
Pavement Delineation (Striping)
Furnish and Install 4" thermoplastic
traffic stripe
Furnish and Install 4" thermoplastic
stripe (broken 17-7), Detail 9
Furnish and Install 8" thermoplastic
stripe Detail 38, Detail 36
Furnish and Install 4" thermoplastic
stripe(broken 36-12), Detail 12
Furnish and Install Markings and xwalks (Thermo)
Furnish and Install 6" thermoplastic
stripe, Detail 39
Furnish and Install 6" thermoplastic
stripe (broken 16-4), Detail 39A
Furnish and Install Detail 40 (Thermo)
Retroreflective Marker
Furnish and Install pavement marker
(Retro Reflective)
Traffic & Signals
Furnish and Install Traffic Signal
Modification (Ortega Hwy/Antonio-La
Pata)
Furnish and Install Traffic Signal (Ortega
Hwy/"A" Street)
Furnish and Install Traffic Signal
Modification (Ortega Hwy/"D" Street)
Revetment Plan
Soil Cement Revetment (Include
Excavation & Backfill)
Cement for Soil Cement (@10%
Content)
Soil Mixing Columns
Concreted Rock Slope Protection (1/2
Ton, Method A)
Rock Slope Protection (1/2 Tons,
149
(S) 860252
150
(S) 860253
151
(S-F)
152
(S)
153
(S-F)
154
155
2,145
335
1,010
133
1,671
7
Estimated
Quantity
LF
LF
LF
LF
LF
EA
Unit of
Measure
7
12
330
362
320
362
318
EA
EA
LF
LF
LF
LF
LF
21,815
LF
4,385
LF
3,587
LF
7,388
LF
3,633
LF
8,194
SF
200
442
LF
LF
1,401
EA
1
LS
1
LS
1
LS
5,800
CY
900
2,800
TONS
CY
2,500
4,300
CY
CY
Item
Price
(in
figures)
Total
(in figures)
6 of 25
Exhibit B
156
157
158
680272
Method A)
Rock Slope Protection Backing (No.2,
Method B)
Rock Slope Protection Fabric (Mirafi
1100N Non-Woven)
Subdrain
4" Perforated Plastic Pipe Underdrain
650
CY
1,700
SY
4,350
LF
7 of 25
Exhibit B
ITEM NO.
ITEM CODE
159
680902
160
039267
161
(S) 860797
162
(S)
ITEM DESCRIPTION
4" Dia Perforated
Plastic Pipe
(Drainage, East Trail)
4" Schedule 40 PVC Pipe Subdrain
Outlet
Electrical (For Planting)
Electrical Connection To Irrigation
Controllers
Irrigation System (For Planting)
Irrigation System
Estimated
Quantity
Unit of
Measure
121
LF
3,000
LF
1
LS
1
LS
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
8 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #2) Ortega Highway Revetment Plans
ITEM NO.
ITEM CODE
ITEM DESCRIPTION
Estimated
Quantity
Unit of
Measure
262
CY
486
397
2,012
CY
CY
CY
818
13
3,092
CY
EA
CY
1
EA
315
CY
165
LF
214
2
174
340
40
146
28
160
2
TN
EA
LF
LF
EA
TN
CY
EA
EA
Item
Price
(in
figures)
Total
(in figures)
EAST BANK
163
193025C
164
165
166
193003
167
168
169
192001
170
171
172
173
174
175
176
177
178
179
180
181
261024
839521
390101
Revetment Plan
Soil Cement Revetment (for Revetment
Slope)
Grouted Rip-Rap (Concreted Rock
Slope Protection)
Jet Grout Soil Mixing Columns
Engineered Backfill - Revetment
Native Backfill @ 90% Relative
Compaction
Weepholes @20' spacing
Excavation - Revetment
Scour Gauge (per table on sheet C-26,
Sta 30+00)
12" Soil Cement (for 16' wide
Maintenance Road)
Cast-In-Place Concrete Wall (variable
height)
Service Access Roads
6" AB for Service Road (Type 2)
50'X50' Concrete Pad
Concrete Curb
Fence with 5-Cable Railing
20' Redwood Headers
4" AC for Service Road
6"x2' Gravel Strips
24" Redwood Stakes @5' spacing
16' Wide Double Swing Gate
9 of 25
Exhibit B
ITEM NO.
ITEM DESCRIPTION
ITEM CODE
Estimated
Quantity
Unit of
Measure
3,567
417
283
19,512
CY
CY
CY
CY
65
20
23,408
CY
EA
CY
3
EA
53
TN
213
CY
5,888
SF
218
CY
168
1
174
CY
EA
LF
65
202
EA
TN
260
2
2
EA
EA
EA
Item
Price
(in
figures)
Total
(in figures)
WEST BANK
Revetment Plan
Soil Cement Revetment (for Revetment
Slope)
Grouted Rip-rap
Jet Grout Soil Mixing Columns
Engineered Backfill
Native Backfill @ 90% Relative
Compaction
Weepholes @20' spacing
Excavation
Scour Gauge (per table on sheet C-26,
Sta 24+50, Sta 26+50, Sta 29+50)
4" AC (for AC/Soil Cement
Embankments)
16" Soil Cement (for AC/Soil Cement
Embankments)
8" Conc (for 14' & 16' wide Maintenance
Road)
12" Soil Cement (for 14' wide
Maintenance Road)
Service Access Roads
6" AB for Service Road
50'X50' Concrete Pad
Concrete Curb
Not Used on West Bank
20' Redwood Headers
4" AC for Service Road
Not Used on West Bank
24" Redwood Stakes @5' spacing
16' Wide Double Swing Gate
50'x50' AC Pad
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
10 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #3) Ortega Highway Sewer and Water Improvements Plans
ITEM NO.
ITEM CODE
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
190140
ITEM DESCRIPTION
Sewer
General Conditions
Pressure Testing and Disinfection
REMOVE AND DISPOSE OF
EXISTING 10"PVC SEWER
Construction
8" I.D. PVC (SDR 35) WITH BEDDING
PER SMWD STD DWG No. S6.
18" I.D. STEEL CASING PER SMWD
STD DWG No. S7.
48" MANHOLE PER SMWD STD DWG
No. S1.
60" MANHOLE PER SMWD STD DWG
No. S1.
TEMPORARY END OF LINE SEWER
PLUG PER SMWD REQUIREMENTS.
CUT & PLUG EXISTING SEWER
INPUT/OUTPUT.
ADJUST MANHOLE TO GRADE
Domestic Water
Construction
PLUG AND THRUST BLOCK PER
SMWD STD DWG No. W5.
12" 45° ELBOW w/VERTICAL BEND
ANCHOR PER SMWD STD DWG No.
W15.
16"x16"x12" TEE w/THRUST BLOCK
INSTALLATION PER SMWD STD DWG
No. W12.
12"x12"x12" TEE w/THRUST BLOCK
INSTALLATION PER SMWD STD DWG
No. W12.
16" GATE VALVE PER SMWD STD
DWG No. W9.
12" GATE VALVE PER SMWD STD
DWG No. W9.
12" PVC TO ACP PIPE COUPLING.
16" I.D. PVC C905 (CLASS 235) PIPE,
PER SMWD STD DWG No. W11.
12" I.D. PVC C905 (CLASS 235) PIPE,
PER SMWD STD DWG No. W11.
8" I.D. PVC C900 (CLASS 200), PER
STD DWG No. W11.
30" I.D. STEEL CASING PER SMWD
STD DWG No. W14.
Estimated
Quantity
Unit of
Measure
1
LS
1321
LF
1585
LF
296
LF
3
EA
1
EA
3
EA
2
EA
1
EA
2
EA
4
EA
1
EA
1
EA
2
EA
4
EA
2
LF
322
LF
200
LF
214
LF
312
LF
Item
Price
(in
figures)
Total
(in figures)
11 of 25
Exhibit B
ITEM NO.
224
225
226
227
228
229
ITEM DESCRIPTION
ITEM CODE
190140
230
24" I.D. STEEL CASING PER SMWD
STD DWG No. W14.
18" I.D. STEEL CASING PER SMWD
STD DWG No. W14.
TEMPORARY PLUG PER SMWD
REQUIREMENTS.
REMOVE AND DISPOSE OF
EXISTING 12" ACP PIPE.
Recycled Water
Construction
12" I.D. PVC RECYCLED C900 (CLASS
200) PURPLE PIPE, PER STD DWG
No. W11.
8" I.D. PVC RECYCLED C900 (CLASS
200) PURPLE PIPE, PER STD DWG
No. W11.
24" I.D. STEEL CASING PER SMWD
STD DWG No. W14 w/RECYCLED WATER
Estimated
Quantity
Unit of
Measure
179
LF
204
LF
6
EA
30
LF
321
LF
535
LF
311
LF
515
LF
6
EA
321
LF
311
LF
2
EA
Item
Price
(in
figures)
Total
(in figures)
TAPE OVER PIPE.
18" I.D. STEEL CASING PER SMWD
STD DWG No. W14 w/RECYCLED WATER
231
TAPE OVER PIPE.
232
233
234
190140
TEMPORARY PLUG AND THRUST
BLOCK PER SMWD REQUIREMENTS
Non-Potable Water
Construction
INSTALL 8" I.D. PVC C900 (CLASS
200), PER STD DWG No. W11.
CONSTRUCT 18" I.D. STEEL CASING
PER SMWD STD DWG No. W14, w/NON
POTABLE TAPE OVER PIPE.
INSTALL TEMPORARY PLUG AND
THRUST BLOCK PER SMWD
REQUIREMENTS
235
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
12 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #4) Tract 17054 Storm Drain Improvements Plans
ITEM NO.
236
237
238
239
65
650042
650030
650019
650211
70
240
241
242
243
244
ITEM DESCRIPTION
ITEM CODE
721011
Storm Drain
Reinforced Concrete Pipe
60" RCP SD Class
42" RCP SD Class
24" RCP SD Class
18" RCP SD Class
Miscellaneous Facilities
Junction Structure Type I (STD Plan
1310)
18" Concrete Plug
42" Concrete Plug
Outlet Structure
36" Thick Grouted Rip Rap (STD Plan
1809)
Estimated
Quantity
Unit of
Measure
12
12
8
473
LF
LF
LF
LF
3
EA
2
1
1
EA
EA
LS
95
CY
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
13 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #5) Tract 17052 Storm Drain Improvements Plans
ITEM NO.
15
245
246
247
65
650030
650019
70
248
249
250
251
252
253
ITEM DESCRIPTION
ITEM CODE
721011
Storm Drain
Existing Highway Facilities
Remove existing RCP
Reinforced Concrete Pipe
36" RCP SD (2000-D)
24" RCP SD (1750-D)
Miscellaneous Facilities
Junction Structure Type I (STD Plan
1310)
24" Concrete Plug
36" Concrete Plug
CSP Inlet
Minor Concrete (Minor Structure)
36" Thick Grouted Rip Rap (STD Plan
1809)
Estimated
Quantity
Unit of
Measure
30
LF
17
374
LF
LF
1
EA
1
1
1
EA
EA
EA
CY
22
CY
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
14 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #7) SDGE, AT&T, Cox Utility Joint Trench Work Order #3
ITEM NO.
ITEM DESCRIPTION
ITEM CODE
Dry Utility Joint Trench
Trenching (Complete per SDGE,
AT&T, Cox, CALT TRANS Stds.)
Excavate for and Join Utility Conduit
Package
Stamped Trench Shoring Plans for
Crossing Ortega Sta. 162+25
Trench and backfill (SDGE, AT&T, Cox)
per CAL TRANS/Agency Stds.
Trench and backfill (AT&T only) per
CAL TRANS/Agency Stds.
Sand Shading/encasement (Verify
with utility inspector)
3in. Sand cushion at bottom of trench
12in. Sand shade over SDGE
6in. Sand shade over AT&T/Cox
AT&T Encasement (3.5-sack slurry)
Conduit (Complete per SDGE, AT&T,
Cox, CALT TRANS Stds.)
Install 1-4in SDGE conduit
254
255
256
257
258
259
260
261
262
263
264
265
Install 1-4in AT&T conduit
Install 1-4in Cox conduit
Structures (Complete per SDGE/CAL
TRANS Stds.)
SDGE 3312 handhole
266
Estimated
Quantity
Unit of
Measure
1
EA
1
LS
310
LF
55
LF
310
310
310
55
LF
LF
LF
LF
620
310
620
620
LF
LF
LF
LF
1
EA
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
15 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #8) SDGE, AT&T, Cox Utility Joint Trench Work Order #2C
ITEM NO.
ITEM DESCRIPTION
ITEM CODE
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
Dry Utility Joint Trench
Trenching (Complete per SDGE,
AT&T, Cox, CALT TRANS Stds.)
Excavate for and Join Utility Conduit
Package (WO#4 west end)
Excavate for and Join Utility Conduit
Package (WO#2A east end)
Stamped trench shoring plans for
crossing Ortega sta. 130+17.5
Stamped trench shoring plans for
crossing Ortega sta. 143+00
Trench and backfill (SDGE, AT&T, Cox)
per CAL TRANS/Agency Stds.
Trench and backfill (AT&T only) per
CAL TRANS/Agency Stds.
Sand shading/encasement (Verify
with utility inspector)
3in. Sand cushion at bottom of trench
Concrete encasement over SDGE (1sack slurry)
6in. Sand shade over AT&T/Cox
AT&T Encasement (3.5-sack slurry)
Install 1-5in SDGE conduit
Install 1-4in SDGE conduit
Install 1-4in AT&T conduit
Install 1-4in Cox conduit
Structures (Complete per SDGE/CAL
TRANS Stds.)
SDGE 3325 Structure w/traffic rated lid
SDGE 3316 Structure w/traffic rated lid
AT&T 12'x6'x7' manhole structure
w/traffic rated lid
Cox hand hole
Estimated
Quantity
Unit of
Measure
1
EA
1
EA
1
LS
1
LS
1,510
LF
575
LF
2,085
LF
1,510
1,450
475
9,980
240
9,980
5,470
LF
LF
LF
LF
LF
LF
LF
1
1
EA
EA
1
1
EA
EA
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
16 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #9) Tract 17051 Rough Grading Improvements Plans
ITEM NO.
ITEM CODE
ITEM DESCRIPTION
285
19
190101
286
(N) 198050
287
190101
288
(N) 190101
Earthwork
Roadway Excavation
Embankment Fill (Placed and
compacted)
Remedial Grading per Plans, Specs and
Soils Report
Export
Estimated
Quantity
Unit of
Measure
1,211
CY
116
CY
487
1095
CY
CY
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
17 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #10) Tract 17053 Rough Grading for Sidewalk Exhibits
ITEM NO.
ITEM CODE
ITEM DESCRIPTION
289
290
19
190101
(N) 198050
291
190101
Earthwork
Roadway Excavation
Embankment Fill
Remedial Grading per Plans, Specs and
Soils Report
Estimated
Quantity
Unit of
Measure
0
928
CY
CY
1,675
CY
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
18 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #11) Tract 17054 Rough Grading Improvements Plans
ITEM NO.
ITEM CODE
ITEM DESCRIPTION
292
293
19
190101
(N) 198050
294
190101
Earthwork
Roadway Excavation
Embankment Fill
Remedial Grading per Plans, Specs and
Soils Report
Estimated
Quantity
Unit of
Measure
573
14,725
CY
CY
7,944
CY
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
19 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #12) Demolition of Existing Structures
ITEM NO.
295
296
297
298
ITEM DESCRIPTION
ITEM CODE
19
(S-F)
190101A
(S-F)
190101B
(S-F)
190101C
(S-F)
190101D
Earthwork
Demolish Site Improvements at 28651
Ortega Highway
Demolish Site Improvements at 28653
Ortega Highway
Demolish Site Improvements at 38731
Ortega Highway
Demolish Site Improvements at 28672
Ortega Highway
Estimated
Quantity
Unit of
Measure
1
LS
1
LS
1
LS
1
LS
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
20 of 25
Exhibit B
SCHEDULE OF WORK ITEMS
(Plan #13) Tract 17054 Chlordane Handling per EEI Report
ITEM NO.
299
300
301
302
ITEM DESCRIPTION
ITEM CODE
19
(S-F)
190101
(S-F)
190101
(S-F)
190101
(S-F)
190101
Earthwork
Surcharge for Chlordane Handling
(Parcel 4 West)
Surcharge for Chlordane Handling
(Parcel 4 East)
Surcharge for Chlordane Handling
(Parcel 6)
Surcharge for Chlordane Handling
(Tract 17053)
Estimated
Quantity
Unit of
Measure
1,230
CY
560
CY
4,000
CY
1,652
CY
Item
Price
(in
figures)
Total
(in figures)
(S) Specialty Item
(F) Final Quantity
(S-F) Specialty Item/Final Quantity
(N) Non-Pay Item
LS = Lump Sum
EA = Each
Prospective bidders are notified that the COUNTY is not responsible for bids that are delivered after
the bidding period has closed or for bids that are delivered to an incorrect location. It is the bidder’s
responsibility to ensure their bid is delivered to the correct location, as identified herein, and prior to
closure of the bidding period.
Bid Packages (Plans and Special Provisions) are available for examination without charge or may
be secured upon payment, including state sales tax, of:
Plans (full-size) $ 290.00 if picked up in person
Plans (full-size) $ 297.00 if requested by mail
Reduced Plans and Specs $ 75.00 if picked up in person
Reduced Plans and Specs $ 82.00 if requested by mail
Bid Package(s) requested by mail are sent via U.S.P.S. certified mail, so please include the street
address to which these documents may be delivered. All plan holders are instructed to provide an email address where project bid bulletins and notices can be received via e-mail.
CALL: OCPW/Central Files Staff (714) 834-3568 or OCPW Cashier (714) 834-4585
21 of 25
Exhibit B
DO NOT CALL PROJECT ENGINEER FOR PURCHASE OF BID PACKAGE OR FOR A
COPY OF THE PLAN HOLDER'S LIST. REQUESTS FOR THESE ITEMS FROM THE
PROJECT ENGINEER MAY ONLY DELAY RECEIPT OF THESE ITEMS. SEE DETAILS
BELOW.
The following items are included in the bid package:
PLANS:
1. State of California Department of Transportation Project Plans for Construction of
STATE HIGHWAY Contract No. 12-086914 in Orange County near San Juan
Capistrano on Ortega Highway (SR-74) Revision No. 1 sheets 1 thru 208, prepared by
HDR Engineering, Inc., as dated;
2.
Construction Plans for SAN JUAN CREEK REVETMENT Facility No. LO1-701-4,
portions identified on sheets 1 thru 35 of 40 sheets, prepared by PACE, as dated;
3.
Construction Plans for THE RANCH PLAN Sewer, Domestic, Recycled, & Non-Potable
Well Water within Ortega Highway (SR-74), portions identified on sheets 1 thru 8 of 8
sheets, prepared by Huitt-Zollars, Inc., as dated;
4.
Improvement Plans for TTM 17054 STORM DRAIN, portions identified on sheets 1, 2, 6,
10, 12 and 13 of 13 sheets, prepared by Huitt-Zollars, Inc., as dated;
5.
Improvement Plans for TTM 17052 STORM DRAIN LINE “R”, portions identified on
sheets 1, 2 and 4 of 7 sheets, prepared by Hunsaker & Associates, Inc., as dated;
6.
WATER RELOCATION Plans for City of San Juan Capistrano Public Works Department
at Rancho Mission Viejo Headquarters (Information not available at this time);
7.
SDGE, AT&T, Cox Utility Plans for Construction of Utility Improvements Work Order
No. 3 for Ortega Hwy, portions as identified on Utility Specialists exhibit. A total of 8
sheets as included in BID SET package as dated;
8.
SDGE, AT&T, Cox Utility Plans for Construction of Utility Improvements Work Order
No. 2C for Ortega Hwy, portions as identified on Utility Specialists exhibit. A total of 6
sheets as included in BID SET package as dated;
9.
PRELIMINARY GRADING Plans for Tentative Tract No. 17051, portions as identified on
sheets 1, 2, 3, 4, 12, of 27 sheets, prepared by Hunsaker & Associates, Inc., as dated;
10. PRELIMINARY GRADING Plans for Tentative Tract No. 17053, portions as identified on
sheets 1 and 2 of 6 sheets along with three additional sidewalk grading exhibits, prepared
by Huitt-Zollars, Inc., as dated;
11. PRELIMINARY GRADING Plans for SUB AREA 1.4 (Also Known as Tentative Tract
No. 17054), portions as identified on sheets 1 thru 4 and 7 thru 11 of 11 sheets, prepared by
Huitt-Zollars, Inc., as dated. Included are three additional grading exhibits prepared
Northstar Surveys, Inc., as dated:
22 of 25
Exhibit B
12. Exhibit Showing Existing Ranch Structures to be Removed (4 Total), prepared by HuittZollars, Inc., dated 05/16/07 and Report CP No. 651-2007023 dated March 7, 2007
prepared by Altec Testing & Engineering, Inc.;
13. Soil Investigation Report and Mitigation Work Plan for Subarea 1.3 (T.T. 17053) and
Subarea 1.4 (T.T. 17054) dated January 5, 2007 prepared by EEI;
14. Diesel Engine Emissions Reduction Plan for The Ranch Plan – Planning Area 1 (PA-1),
dated February 13, 2007, prepared by CDM;
15. Intentionally Omitted
A complete set of full-size construction plans will be available for examination without charge or
may be secured upon payment, including sales tax, of the amount shown in the proper column in the
table listed below:
Number of Sheets
1-5
6-10
11-15
16-20
21-25
26-30
Cost per Set
$ 3.70
$ 7.40
$ 11.10
$ 14.80
$ 18.50
$ 22.20
Number of Sheets
31-35
36-40
41-45
46-50
51-55
56-60
Cost per Set
$ 29.60
$ 33.30
$ 37.00
$ 40.70
$ 44.40
$ 48.10
Add $7.00 to price shown if plans are requested by mail.
CAUTION: THE BID PACKAGE (the reduced size Plans and Special Provisions), NOT
JUST THE FULL-SIZE CONSTRUCTION PLANS, MUST BE PURCHASED TO BID THE
JOB. IF ALL YOU PURCHASE IS THE FULL-SIZE CONSTRUCTION PLANS, YOU
WILL NOT HAVE THE BID PACKAGE AND THE PROPOSAL FORMS THEREIN.
CONSTRUCTION PLANS ARE MADE AVAILABLE FOR SEPARATE PURCHASE ONLY
AS A CONVENIENCE TO CONTRACTORS/SUBCONSULTANTS.
OCPW (formerly RDMD) Standard Plans (current issue) and Supplement(s) thereto are also part of a
construction agreement included in the bid package, hereinafter referred to as “AGREEMENT.”
Copies of the Standard Plans and Supplement(s) thereto are available for examination without
charge at the following website link:
http://www.ocrdmd.com/documents/RoadStandardPlans.pdf
Or, in person at 300 North Flower Street (Room 252), Santa Ana, or may be secured upon payment
with the Bid Package for an additional charge, including state sales tax of:
OCPW Standard Plans
23 of 25
Exhibit B
$12.66 if picked up in person
$21.91 if requested by mail
All checks shall be made payable to:
County of Orange
P.O. Box 4048 (mailing address)
300 North Flower, (street address)
Santa Ana, California 92702-4048
(714)834-3568 or (714)834-4585
Orders which are not properly addressed or payable are subject to delay. The COUNTY shall not
accept responsibility for that delay.
There will be no refund for return of Bid Package(s), and return is not required.
Bidders wishing to obtain a free list of plan holders by e-mail may e-mail their request (please
include the full PROJECT title) to the OCPW Cashier at the following address:
centralfiles@rdmd.ocgov.com
Alternatively, a plan holders list may be received by mail by notifying the OCPW Cashier at the
mailing address shown above. Please include the full title of the PROJECT, and include a check
payable to COUNTY of Orange in the amount of fifty five cents ($0.55) to cover copying costs for
the list of plan holders. A copy by fax may be received for sixteen cents ($0.16) by calling
(714)834-3568 or (714)834-4585. Due to the complexity of COUNTY projects and the typically
large number of bidders encountered on each project, the OCPW Staff will make no attempt to read
a list of plan holders to prospective bidders over the telephone. Bidders requesting lists of plan
holders are advised that the list will be current as of the date the request is processed and, if
requested by mail, the request should be timed as to allow for normal mail service.
Bidders calling the above listed telephone number should be prepared to leave a message on the
voice mail system with adequate instruction to inform OCPW staff of their specific needs and the
project to which they relate. OCPW staff will return calls as soon as they are able.
The bidder's attention is directed to the provisions in Section A, "Proposal Requirements and
Conditions," regarding the requirements and conditions which must be observed in the preparation
of the proposal form and the submission of the bid.
Questions on interpretation of the Bid Package prior to the date scheduled for bid opening shall
conform to the provisions of Section A, paragraphs No. 4 and 5 and shall be addressed to Mr. Harry
Persaud at 300 North Flower Street, Santa Ana, CA 92703-5000.
Per Section 3300 of the Public Contract Code, the Bidder is hereby notified that he must possess for
the duration of the PROJECT a valid Class A License issued by of the State of California,
CONTRACTORS State License Board.
24 of 25
Exhibit B
The lowest responsible bidder that enters into an AGREEMENT with the COUNTY for award of the
PROJECT shall hereinafter be referred to as “CONTRACTOR.” The AGREEMENT for this
PROJECT requires that CONTRACTOR pay the general prevailing wage for workers employed on
the PROJECT pursuant to Section 1773 of the California Labor Code. For the duration of the
PROJECT, certified payroll records as described in Section 1776 of the Labor Code and/or
statements of non-performance for CONTRACTOR and those of subcontractors performing work on
the PROJECT shall be delivered to COUNTY on a weekly basis no later than ten (10) calendar days
after the end of each weekly pay period. In addition CONTRACTOR and any subcontractors
employed on the PROJECT are required to comply with the provisions regarding the employment of
apprentices pursuant to Section 1777.5 of the Labor Code.
For bid results and questions concerning performance bond, payment bond, and insurance forms
contact OCPW/Construction Division at (7l4) 567-7800. Bid results may also be obtained through
the Orange COUNTY World Wide Web site at www.ocrdmd.com/construction/bids.aspx one
day after opening of bids.
Questions concerning purchase of Plans and Special Provisions and obtaining a copy of the plan
holder's list should be addressed to the, COUNTY of Orange, OCPW/Central Files Staff (714)8343568 or OCPW Cashier (714)834-4585.
By order of the Board of Supervisors of the COUNTY of Orange, California, governing board of the
COUNTY of Orange.
Date:
_________________________________
Darlene J. Bloom
Clerk of the Board of Supervisors
of Orange COUNTY, California
25 of 25