DBEGoodFaith.com


Mercer-Fraser Company

Is seeking qualified DBEs



Outreach Coordinator
Verity Penland

Telephone
(707) 443-6371

Fax
(707) 443-0277

Address
P.O. Box 1006
Eureka, CA 95502


Project Name
COLD PLANE PAVEMENT, HMA RESURFACING, CURB RAMPS AND BRIDGE REHAB

Bid/Contract #
10-1C2904

Awarding Agency
CALTRANS

Project Location
NORTH OF MERCED, STANISLAUS County, CA

Bid Date
10/17/2018 at 02:00

Project Details
Mercer-Fraser is currently requesting quotes from all qualified DBE subcontractors and/or suppliers for the following items of work:
1 LEAD COMPLIANCE PLAN
2 PROGRESS SCHEDULE (CRITICAL PATH METHOD)
3 TIME-RELATED OVERHEAD (WDAY)
4 CONSTRUCTION AREA SIGNS
5 TRAFFIC CONTROL SYSTEM
6 CHANNELIZER (SURFACE MOUNTED)
7 TEMPORARY PEDESTRIAN ACCESS ROUTE
8 PORTABLE CHANGEABLE MESSAGE SIGN (LS)
9 TEMPORARY RAILING (TYPE K)
10 TEMPORARY CRASH CUSHION
11 JOB SITE MANAGEMENT
12 PREPARE WATER POLLUTION CONTROL PROGRAM
13 TEMPORARY DRAINAGE INLET PROTECTION
14 TEMPORARY CONCRETE WASHOUT
15 TREATED WOOD WASTE
16 REMOVE CONCRETE (CY)
17 ROADWAY EXCAVATION
18 SHOULDER BACKING
19 CLASS 2 AGGREGATE BASE (CY)
20 LEAN CONCRETE BASE RAPID SETTING
21 BASE BOND BREAKER
22 PREPAVING INERTIAL PROFILER
23 HOT MIX ASPHALT (TYPE A)
24 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT INTERLAYER)
25 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING MAT)
26 DATA CORE
27 PLACE HOT MIX ASPHALT DIKE (TYPE C)
28 PLACE HOT MIX ASPHALT DIKE (TYPE E)
29 PLACE HOT MIX ASPHALT DIKE (TYPE F)
30 TACK COAT
31 REMOVE ASPHALT CONCRETE DIKE
32 COLD PLANE ASPHALT CONCRETE PAVEMENT
33 JOINTED PLAIN CONCRETE PAVEMENT (RSC)
34 DRILL AND BOND (DOWEL BAR)
35 DRILL AND BOND (TIE BAR)
36 JOINT SEAL (PREFORMED COMPRESSION)
37 AGGREGATE BASE (APPROACH SLAB)
38 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R)
39(F) STRUCTURAL CONCRETE, DRAINAGE INLET
40 PAVING NOTCH EXTENSION
41 JOINT SEAL (MR 1/2")
42 JOINT SEAL (MR 1")
43(F) BAR REINFORCING STEEL
44 CONCRETE BACKFILL (PIPE TRENCH)
45 18" PLASTIC PIPE
46 18" REINFORCED CONCRETE PIPE
47 24" REINFORCED CONCRETE PIPE
48 36" PRECAST CONCRETE PIPE INLET
49 INLET DEPRESSION
50 REMOVE CULVERT (LF)
51 REMOVE PIPE (LF)
52 REMOVE INLET
53 ADJUST MANHOLE TO GRADE
54 ADJUST UTILITY COVER TO GRADE
55 CONCRETE (DITCH LINING)
56 DETECTABLE WARNING SURFACE
57 MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION)
58 MINOR CONCRETE (STAMPED CONCRETE)
59 PRE/POST CONSTRUCTION SURVEYS
60(F) MISCELLANEOUS IRON AND STEEL
61 DELINEATOR (CLASS 1)
62 GUARD RAILING DELINEATOR
63 PAVEMENT MARKER (RETROREFLECTIVE)
64 REMOVE ROADSIDE SIGN
65 REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD)
66 REMOVE ROADSIDE SIGN PANEL
67 REMOVE SIGN PANEL
68 RESET ROADSIDE SIGN
69 RELOCATE ROADSIDE SIGN
70 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED)
71 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063" - UNFRAMED) FOR TYPE XI SHEETING
72 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080" - UNFRAMED) FOR TYPE XI SHEETING
73 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063" - FRAMED) FOR TYPE XI SHEETING
74 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080" - FRAMED) FOR TYPE XI SHEETING
75 RETROREFLECTIVE SHEETING (TYPE XI)
76 ROADSIDE SIGN - ONE POST
77 ROADSIDE SIGN - TWO POST
78 INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD)
79 INSTALL ROADSIDE SIGN PANEL ON EXISTING POST
80 MIDWEST GUARDRAIL SYSTEM (WOOD POST)
81 VEGETATION CONTROL (MINOR CONCRETE)
82 DOUBLE MIDWEST GUARDRAIL SYSTEM
83 TRANSITION RAILING (TYPE WB-31)
84 END CAP (TYPE A)
85 END CAP (TYPE TC)
86 END ANCHOR ASSEMBLY (TYPE SFT)
87 ALTERNATIVE IN-LINE TERMINAL SYSTEM
88 ALTERNATIVE CRASH CUSHION
89(F) CONCRETE BARRIER TRANSITION
90 REMOVE GUARDRAIL
91 REMOVE CRASH CUSHION (SAND FILLED)
92 THERMOPLASTIC PAVEMENT MARKING
93 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7)
94 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12)
95 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY)
96 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY)
97 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3)
98 REMOVE THERMOPLASTIC PAVEMENT MARKING
99 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT)
100 12" RUMBLE STRIP (CONCRETE PAVEMENT)
101 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION
102 MODIFYING EXISTING ELECTRICAL SYSTEM
103 MOBILIZATION

Mercer Fraser Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages. Mercer-Fraser Company is a union signatory contractor. Subcontractors must possess a current contractor's license, worker's compensation and insurance coverage during the entire length of the prime contract. 100% Performance and Payment Bonds may be required. Conditions or exceptions in Subcontractor's quote are expressly rejected unless accepted in writing. All Subcontractors will be required to sign our standard Subcontract Agreement. Plans and specifications are available for viewing at our office or you may call Mercer-Fraser Company for further assistance. Please call if assistance is needed in obtaining bonding, insurance, equipment, materials and supplies. Mercer-Fraser Company intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will consider all bids that may be submitted.

How to get in touch


Outreach Coordinator
Verity Penland

Telephone
(707) 443-6371

Fax
(707) 443-0277

Address
P.O. Box 1006
Eureka, CA 95502