J. F. Shea Construction, Inc.

Is seeking qualified DBE



Outreach Coordinator
Stacy Dutra

Project Estimator
Kirk Johnson, Logan Hanson & Brock Kernaghan

Telephone
(530) 246-4292

Fax
(530) 246-9940

Address
17400 Clear Creek Rd.
Redding, CA 96001


Send Message
Project Name
Widen to 6 Lanes, Bridge Replacement, Widening and Roadway Rehab

Bid/Contract #
02-4C40V4

Awarding Agency
State of California Department of Transportation - Caltrans

Project Location
Near Anderson, Shasta County, CA

Bid Date
08/28/2018 at 02:00

Project Details
INVITATION TO BID TO: DBE / ALL QUALIFIED SUBCONTRACTORS & SUPPLIERS
WE WOULD APPRECIATE YOUR SUB-BID AND/OR MATERIAL QUOTE FOR THE FOLLOWING PROJECT:

State of California Department of Transportation - Caltrans
Widen to 6 Lanes, Bridge Replacement, Widening and Roadway Rehab
FOR CONSTRUCTION ON STATE HIGHWAY IN SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION
TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contract #: 02-4C40V4
Engineers Estimate: $110,000,000.00
Bid Date: 8/28/2018 @ 2 PM
Goal: 9 % DBE

J. F. Shea Construction, Inc. is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for all items of work, including but not limited to:



1 LEAD COMPLIANCE PLAN
2 PROGRESS SCHEDULE (CRITICAL PATH METHOD)
3 TIME-RELATED OVERHEAD (LS)
4 DEVELOP WATER SUPPLY
5 CONSTRUCTION AREA SIGNS
6 TRAFFIC CONTROL SYSTEM
7 TYPE III BARRICADE
8 TEMPORARY PAVEMENT MARKING (PAINT)
9 TEMPORARY TRAFFIC STRIPE (PAINT)
10 CHANNELIZER (SURFACE MOUNTED)
11 TEMPORARY PAVEMENT MARKER
12 TEMPORARY PEDESTRIAN ACCESS ROUTE
13 PORTABLE CHANGEABLE MESSAGE SIGN (LS)
14 PORTABLE SPEED FEEDBACK SIGN
15 TEMPORARY RAILING (TYPE K)
16 ALTERNATIVE TEMPORARY CRASH CUSHION SYSTEM
17 TEMPORARY CRASH CUSHION MODULE
18 JOB SITE MANAGEMENT
19 PREPARE STORM WATER POLLUTION PREVENTION PLAN
20 RAIN EVENT ACTION PLAN
21 STORM WATER SAMPLING AND ANALYSIS DAY
22 STORM WATER ANNUAL REPORT
23 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL)
24 TEMPORARY HYDRAULIC MULCH
25 TEMPORARY SOIL BINDER
26 TEMPORARY CHECK DAM
27 TEMPORARY DRAINAGE INLET PROTECTION
28 TEMPORARY FIBER ROLL
29 TEMPORARY GRAVEL BAG BERM
30 TEMPORARY SILT FENCE
31 TEMPORARY CONSTRUCTION ENTRANCE
32 STREET SWEEPING
33 TEMPORARY CONCRETE WASHOUT
34 WATER QUALITY SAMPLING AND ANALYSIS DAY
35 WATER QUALITY MONITORING REPORT
36 WATER QUALITY ANNUAL REPORT
37 TEMPORARY CREEK DIVERSION SYSTEMS
38 ASBESTOS COMPLIANCE PLAN
39 TREATED WOOD WASTE
40 CONTRACTOR-SUPPLIED BIOLOGIST (LS)
41 INVASIVE SPECIES PREVENTION
42 BAT AND BIRD EXCLUSION DEVICE
43 REMOVE CONCRETE (CY)
44 TEMPORARY HIGH-VISIBILITY FENCE
45 CLEARING AND GRUBBING (LS)
46 DUST PALLIATIVE
47 ROADWAY EXCAVATION
48 SHOULDER BACKING
49(F) STRUCTURE EXCAVATION (BRIDGE)
50(F) STRUCTURE EXCAVATION (TYPE D)
51(F) STRUCTURE EXCAVATION (RETAINING WALL)
52(F) STRUCTURE BACKFILL (BRIDGE)
53(F) STRUCTURE BACKFILL (RETAINING WALL)
54 DITCH EXCAVATION
55 IMPORTED BORROW (CY)
56 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1
57 REINFORCED EMBANKMENT
58 ROADSIDE CLEARING
59 ROCK BLANKET
60 CULTIVATION
61 SOIL AMENDMENT
62 PACKET FERTILIZER
63 SLOW-RELEASE FERTILIZER
64 PLANT (GROUP A)
65 PLANT (GROUP B)
66 SOD
67 MAINTAIN EXISTING PLANTED AREAS
68 PLANT ESTABLISHMENT WORK
69 WOOD MULCH
70 EDGING
71 CHECK AND TEST EXISTING IRRIGATION FACILITIES
72 OPERATE EXISTING IRRIGATION FACILITIES
73 REMOVE IRRIGATION FACILITY
74 CONTROL AND NEUTRAL CONDUCTORS
75 1" REMOTE CONTROL VALVE
76 1 1/4" REMOTE CONTROL VALVE
77 1 1/2" REMOTE CONTROL VALVE
78 2" WYE STRAINER ASSEMBLY
79 GARDEN VALVE ASSEMBLY
80 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN)
81 RISER SPRINKLER ASSEMBLY
82 2" GATE VALVE
83 2 1/2" GATE VALVE
84(F) 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
85(F) 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
86(F) 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
87(F) 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
88(F) 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
89(F) 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
90(F) 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
91(F) 8" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE)
92 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT
93 ROLLED EROSION CONTROL PRODUCT (NETTING)
94 HYDROMULCH
95 HYDROMULCH (FRM)
96 HYDROSEED
97 HYDROSEED (HBGM)
98 HYDROSEED (FRM)
99 COMPOST (CY)
100 INCORPORATE MATERIALS
101 FINISHING ROADWAY
102 CLASS 2 AGGREGATE BASE (CY)
103 PREPAVING INERTIAL PROFILER
104 REPLACE ASPHALT CONCRETE SURFACING
105 HOT MIX ASPHALT (TYPE A)
106 HOT MIX ASPHALT (TYPE A) (PG 64-10 RICH BOTTOM) WITH LIME TREATMENT
107 HOT MIX ASPHALT (TYPE A) (PG 64-10) WITH LIME TREATMENT
108 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)
109 HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE)
110 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE)
111 DATA CORE
112 PLACE HOT MIX ASPHALT DIKE (TYPE C)
113 PLACE HOT MIX ASPHALT DIKE (TYPE E)
114 PLACE HOT MIX ASPHALT DIKE (TYPE F)
115 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA)
116 TACK COAT
117 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT)
118 REMOVE ASPHALT CONCRETE DIKE
119 COLD PLANE ASPHALT CONCRETE PAVEMENT
120 GRIND EXISTING BRIDGE DECK
121 FURNISH STEEL PILING (HP 14 X 89)
122 DRIVE STEEL PILE (HP 14 X 89)
123 FURNISH 24" STEEL PIPE PILING
124 DRIVE 24" STEEL PIPE PILE
125 66" PERMANENT STEEL CASING
126 24" CAST-IN-DRILLED-HOLE CONCRETE PILING
127 60" CAST-IN-DRILLED-HOLE CONCRETE PILING
128 66" CAST-IN-DRILLED-HOLE CONCRETE PILING
129 96" CAST-IN-DRILLED-HOLE CONCRETE PILING
130 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION)
131(F) STRUCTURAL CONCRETE, BRIDGE FOOTING
132(F) STRUCTURAL CONCRETE, BRIDGE
133(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER)
134(F) STRUCTURAL CONCRETE, RETAINING WALL
135(F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N)
136(F) STRUCTURAL CONCRETE, HEADWALL
137(F) STRUCTURAL CONCRETE, DRAINAGE INLET
138(F) MINOR CONCRETE (MINOR STRUCTURE)
139 PAVING NOTCH EXTENSION
140 DRILL AND BOND DOWEL
141 CLEAN EXPANSION JOINT
142 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (20'-30')
143 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (30'-40')
144 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (40'-50')
145 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (60'-70')
146 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (110'-120')
147 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (130'-140')
148 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (150'-160')
149 ERECT PRECAST PRESTRESSED CONCRETE GIRDER
150 BONDED JOINT SEAL (MR 1")
151 BONDED JOINT SEAL (MR 2")
152 JOINT SEAL (MR 1")
153(F) BAR REINFORCING STEEL (BRIDGE)
154(F) BAR REINFORCING STEEL (RETAINING WALL)
155(F) BAR REINFORCING STEEL (HEADWALL)
156(F) BAR REINFORCING STEEL (GALVANIZED)
157(F) HEADED BAR REINFORCEMENT
158(F) HEADED BAR REINFORCEMENT (GALVANIZED)
159(F) ASPHALT MEMBRANE WATERPROOFING
160(F) FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY)
161(F) INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY)
162(F) FURNISH SIGN STRUCTURE (TUBULAR)
163(F) INSTALL SIGN STRUCTURE (TUBULAR)
164(F) FURNISH SIGN STRUCTURE (TRUSS)
165(F) INSTALL SIGN STRUCTURE (TRUSS)
166 REMOVE SIGN STRUCTURE (EA)
167 PUBLIC SAFETY PLAN
168 REMOVE POLYESTER CONCRETE OVERLAY
169 PREPARE CONCRETE BRIDGE DECK SURFACE
170 FURNISH POLYESTER CONCRETE OVERLAY
171(F) PLACE POLYESTER CONCRETE OVERLAY
172 BRIDGE REMOVAL, LOCATION A
173 BRIDGE REMOVAL, LOCATION B
174 BRIDGE REMOVAL (PORTION), LOCATION A
175 BRIDGE REMOVAL (PORTION), LOCATION B
176 BRIDGE REMOVAL (PORTION), LOCATION C
177 BRIDGE REMOVAL (PORTION), LOCATION D
178(F) COLUMN CASING
179 18" TEMPORARY CULVERT
180 4" PLASTIC PIPE
181 36" PERFORATED PLASTIC PIPE
182 48" PERFORATED PLASTIC PIPE
183 60" PERFORATED PLASTIC PIPE
184 18" REINFORCED CONCRETE PIPE
185 24" REINFORCED CONCRETE PIPE
186 42" REINFORCED CONCRETE PIPE
187 14"X23" OVAL SHAPED REINFORCED CONCRETE PIPE
188 8" CORRUGATED STEEL PIPE (.064" THICK)
189 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.109" THICK)
190 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.138" THICK)
191 60" POLYMERIC SHEET COATED STEEL SPIRAL RIB PIPE (.109" THICK)
192 PULL BOX (OBSERVATION WELL)
193 8" PERFORATED STEEL PIPE UNDERDRAIN (.064" THICK)
194 CLASS 6 PERMEABLE MATERIAL
195 CLASS D FILTER FABRIC
196 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK)
197 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.138" THICK)
198 FLUME DOWNDRAIN
199 TAPERED INLET
200 ANCHOR ASSEMBLY
201 FLUME ANCHOR ASSEMBLY
202 DRAINAGE INLET MARKER
203 GRATED LINE DRAIN
204 12" WELDED STEEL PIPE CASING (BRIDGE)
205 18" CONCRETE FLARED END SECTION
206 24" CONCRETE FLARED END SECTION
207 42" CONCRETE FLARED END SECTION
208 36" PRECAST CONCRETE PIPE INLET
209 18" TEMPORARY RISER
210 ABANDON CULVERT (LF)
211 ABANDON INLET
212 ABANDON RISER
213 REMOVE CULVERT (LF)
214 REMOVE DOWNDRAIN (EA)
215 REMOVE INLET
216 REMOVE HEADWALL
217 REMOVE FLARED END SECTION (EA)
218 RECONSTRUCT INLET
219 ADJUST INLET
220 ADJUST MANHOLE TO GRADE
221 MODIFY INLET
222 CAP RISER
223 SAND BACKFILL
224 SMALL-ROCK SLOPE PROTECTION (4" THICK)
225 SMALL-ROCK SLOPE PROTECTION (7" THICK)
226 SLOPE PAVING (CONCRETE)
227 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, METHOD B) (CY)
228 ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY)
229 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY)
230 ROCK SLOPE PROTECTION (RIVER COBBLE)
231 BOULDER
232 RESET ROCK SLOPE PROTECTION
233 ROCK SLOPE PROTECTION FABRIC (CLASS 8)
234 MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION)
235 MINOR CONCRETE (CURB AND GUTTER)
236 MINOR CONCRETE (CONCRETE MOW STRIP)
237 MINOR CONCRETE (SIDEWALK)
238(F) MISCELLANEOUS IRON AND STEEL
239 RISER SAFETY CAGE
240(F) BRIDGE DECK DRAINAGE SYSTEM
241 TEMPORARY FENCE (TYPE CL-6)
242 CHAIN LINK FENCE (TYPE CL-6)
243 REMOVE FENCE
244 REMOVE PAVEMENT MARKER
245 DELINEATOR (CLASS 1)
246 PAVEMENT MARKER (RETROREFLECTIVE)
247 MILEPOST MARKER
248 MARKER (CULVERT)
249 CULVERT MARKER (BARRIER MOUNTED)
250 OBJECT MARKER (TYPE L)
251 REMOVE MARKER
252 REMOVE ROADSIDE SIGN (WOOD POST)
253 REMOVE ROADSIDE SIGN (METAL POST)
254 REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD)
255 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED)
256 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED)
257 ROADSIDE SIGN - ONE POST
258 ROADSIDE SIGN - TWO POST
259 INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD)
260 INSTALL SIGN PANEL ON EXISTING FRAME
261 INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST)
262 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI)
263 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI)
264 FURNISH LAMINATED PANEL SIGN (21/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI)
265 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI)
266 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI)
267 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI)
268 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI)
269 RETROREFLECTIVE SHEETING (TYPE XI)
270 MIDWEST GUARDRAIL SYSTEM (STEEL POST)
271 MIDWEST GUARDRAIL SYSTEM (7' POST)
272 VEGETATION CONTROL (MINOR CONCRETE)
273 RAIL ELEMENT WALL
274(F) CHAIN LINK RAILING (TYPE 6 MODIFIED)
275 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST)
276 DOUBLE THRIE BEAM BARRIER
277(F) CABLE RAILING
278 TRANSITION RAILING (TYPE DTB)
279 TRANSITION RAILING (TYPE WB-31)
280 END CAP (TYPE A)
281 END ANCHOR ASSEMBLY (TYPE SFT)
282 ALTERNATIVE IN-LINE TERMINAL SYSTEM
283 ALTERNATIVE MEDIAN TERMINAL SYSTEM
284(F) CONCRETE BARRIER (TYPE 60MA)
285(F) CONCRETE BARRIER (TYPE 60MA MODIFIED)
286 CONCRETE BARRIER (TYPE 60MC MOD)
287 CONCRETE BARRIER (TYPE 60MF MOD)
288 RECONSTRUCT CONCRETE ANCHOR BLOCK
289 CONCRETE BARRIER (TYPE 60M MOD)
290(F) CONCRETE BARRIER (TYPE 842)
291 REMOVE GUARDRAIL
292 SALVAGE DOUBLE THRIE BEAM BARRIER
293 SALVAGE METAL BRIDGE RAILING
294 SALVAGE GUARDRAIL
295 ADJUST GUARDRAIL
296 REMOVE CONCRETE BARRIER
297 SALVAGE HIGH TENSION CABLE BARRIER (3-STRAND)
298 SALVAGE HIGH TENSION CABLE BARRIER (3-STRAND) TERMINAL SYSTEM
299 HIGH TENSION CABLE BARRIER (4-STRAND)
300 HIGH TENSION CABLE BARRIER (4-STRAND) TERMINAL SYSTEM
301 THERMOPLASTIC TRAFFIC STRIPE
302 THERMOPLASTIC PAVEMENT MARKING
303 THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY)
304 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE)
305 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7)
306 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12)
307 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY)
308 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY)
309 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3)
310 REMOVE THERMOPLASTIC TRAFFIC STRIPE
311 REMOVE THERMOPLASTIC PAVEMENT MARKING
312 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT)
313 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION
314 LIGHTING SYSTEM
315 CLOSED CIRCUIT TELEVISION SYSTEM
316 TRAFFIC MONITORING STATION SYSTEM
317 MODIFYING EXISTING ELECTRICAL SYSTEM
318 MOBILIZATION

J. F. Shea Construction Inc. is a union signatory contractor. Subcontractors must possess a current contractor's license, insurance coverage and worker's compensation for the entire length of the contract. All subcontractors will be required to sign our standard Subcontract Agreement. 100% payment and performance bonds may be required. Please call if you need assistance in obtaining insurance, bonding, equipment, materials and/or supplies. Plans and specifications can be viewed at our office located at 17400 Clear Creek Road, Redding, Ca. 96001 or call for any additional needed project information. J. F. Shea Construction Inc. intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will work with any interested subcontractor to identify opportunities to break items into economically feasible packages. Women and Minority Employees are encouraged to apply.


J. F. SHEA CONSTRUCTION, INC.
P.O. Box 494519 - Redding, CA 96049
Phone: (530) 246-4292 Fax: (530) 246-9940
An Equal Opportunity Employer

How to get in touch


Outreach Coordinator
Stacy Dutra

Project Estimator
Kirk Johnson, Logan Hanson & Brock Kernaghan

Telephone
(530) 246-4292

Fax
(530) 246-9940

Address
17400 Clear Creek Rd.
Redding, CA 96001




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