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Verity Penland

P.O. Box 1006
Eureka, CA 95502

(707) 443-6371 ext. 114

(707) 443-0277

Regrade Median Cross Slopes

08-0R1604

Caltrans

Ludlow, San Bernardino County, CA

07/10/2018 at 02:00

1 LEAD COMPLIANCE PLAN
2 PROGRESS SCHEDULE (CRITICAL PATH METHOD)
3 TIME-RELATED OVERHEAD (WDAY)
4 DEVELOP WATER SUPPLY
5 CONSTRUCTION AREA SIGNS
6 RETROREFLECTIVE SHEETING (TYPE XI) FOR CONSTRUCTION AREA SIGNS
7 TRAFFIC CONTROL SYSTEM
8 FLASHING BEACON (PORTABLE)
9 PORTABLE CHANGEABLE MESSAGE SIGN (EA)
10 JOB SITE MANAGEMENT
11 PREPARE STORM WATER POLLUTION PREVENTION PLAN
12 STORM WATER ANNUAL REPORT
13 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL)
14 TEMPORARY COVER
15 TEMPORARY DRAINAGE INLET PROTECTION
16 TEMPORARY FIBER ROLL
17 TEMPORARY CONSTRUCTION ENTRANCE
18 STREET SWEEPING
19 TEMPORARY CONCRETE WASHOUT
20 TREATED WOOD WASTE
21 CONTRACTOR-SUPPLIED BIOLOGIST (LS)
22 NATURAL RESOURCE PROTECTION PLAN
23 TEMPORARY HIGH-VISIBILITY FENCE
24 CLEARING AND GRUBBING (LS)
25 DUST PALLIATIVE
26 ROADWAY EXCAVATION
27 IMPORTED BORROW (CY)
28 SOIL AMENDMENT
29 PLANT (GROUP A)
30 PLANT ESTABLISHMENT WORK
31 MOVE-IN/MOVE-OUT (EROSION CONTROL)
32 DUFF (ACRE)
33 BONDED FIBER MATRIX (SQFT)
34 FIBER ROLLS
35 COMPOST (CY)
36 INCORPORATE MATERIALS
37 CLASS 2 AGGREGATE BASE (CY)
38 MINOR HOT MIX ASPHALT
39 PLACE HOT MIX ASPHALT DIKE (TYPE C)
40 PLACE HOT MIX ASPHALT DIKE (TYPE E)
41 PLACE HOT MIX ASPHALT DIKE (TYPE F)
42 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA)
43 REMOVE ASPHALT CONCRETE DIKE
44(F) STRUCTURAL CONCRETE, BOX CULVERT
45(F) STRUCTURAL CONCRETE, HEADWALL
46(F) BAR REINFORCING STEEL
47 24" CORRUGATED STEEL PIPE (.064" THICK)
48 30" CORRUGATED STEEL PIPE (.064" THICK)
49 30" CORRUGATED STEEL PIPE (.079" THICK)
50 36" CORRUGATED STEEL PIPE (.064" THICK)
51 36" CORRUGATED STEEL PIPE (.079" THICK)
52 42" CORRUGATED STEEL PIPE (.064" THICK)
53 42" CORRUGATED STEEL PIPE (.109" THICK)
54 48" CORRUGATED STEEL PIPE (.064" THICK)
55 48" CORRUGATED STEEL PIPE (.109" THICK)
56 54" CORRUGATED STEEL PIPE (.079" THICK)
57 54" CORRUGATED STEEL PIPE (.109" THICK)
58 60" CORRUGATED STEEL PIPE (.138" THICK)
59 66" CORRUGATED STEEL PIPE (.138" THICK)
60 72" CORRUGATED STEEL PIPE (.138" THICK)
61 78" CORRUGATED STEEL PIPE (.138" THICK)
62 84" CORRUGATED STEEL PIPE (.138" THICK)
63 102" CORRUGATED STEEL PIPE (.168" THICK)
64 108" CORRUGATED STEEL PIPE (.168" THICK)
65 36" BITUMINOUS COATED CORRUGATED STEEL PIPE (.079" THICK)
66 48" BITUMINOUS COATED CORRUGATED STEEL PIPE (.109" THICK)
67 42" X 29" CORRUGATED STEEL PIPE ARCH (.079" THICK)
68 49" X 33" CORRUGATED STEEL PIPE ARCH (.109" THICK)
69 57" X 38" CORRUGATED STEEL PIPE ARCH (.109" THICK)
70 64" X 43" CORRUGATED STEEL PIPE ARCH (.109" THICK)
71 71" X 47" CORRUGATED STEEL PIPE ARCH (.138" THICK)
72 83" X 57" CORRUGATED STEEL PIPE ARCH (.138" THICK)
73 7'-11" X 5'-7" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK)
74 8'-2" X 5'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK)
75 10'-3" X 6'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK)
76 11'-5" X 7'-3" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK)
77 12'-6" X 7'-11" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK)
78 36" CORRUGATED STEEL PIPE INLET (.079" THICK)
79 36" CORRUGATED STEEL PIPE RISER (.109" THICK)
80 24" STEEL FLARED END SECTION
81 30" STEEL FLARED END SECTION
82 36" STEEL FLARED END SECTION
83 42" STEEL FLARED END SECTION
84 48" STEEL FLARED END SECTION
85 54" STEEL FLARED END SECTION
86 60" STEEL FLARED END SECTION
87 42" X 29" STEEL FLARED END PIPE ARCH SECTION
88 49" X 33" STEEL FLARED END PIPE ARCH SECTION
89 57" X 38" STEEL FLARED END PIPE ARCH SECTION
90 64"X43" STEEL FLARED END PIPE ARCH SECTION
91 83"X57" STEEL FLARED END PIPE ARCH SECTION
92 REMOVE HEADWALL
93 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN
94 REMOVE FLARED END SECTION (EA)
95 CAP RISER
96(F) ROCK SLOPE PROTECTION (1/4 T, METHOD B) (CY)
97(F) ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY)
98(F) ROCK SLOPE PROTECTION (FACING, METHODB) (CY)
99(F) ROCK SLOPE PROTECTION (1T, METHOD B)
100(F) ROCK SLOPE PROTECTION (1/2 T, METHOD B) (CY)
101 ROCK SLOPE PROTECTION FABRIC (CLASS 8)
102(F) MISCELLANEOUS IRON AND STEEL
103 SURVEY MONUMENT (TYPE D)
104 FENCE (TYPE BW, 5-STRAND, METAL POST)
105 REMOVE FENCE
106 TEMPORARY DESERT TORTOISE FENCE
107 DELINEATOR (SPECIAL)
108 GUARD RAILING DELINEATOR
109 MARKER (CULVERT)
110 RESET ROADSIDE SIGN
111 MIDWEST GUARDRAIL SYSTEM (WOOD POST)
112 VEGETATION CONTROL (MINOR CONCRETE)
113(F) CABLE RAILING
114(F) CONNECT GUARD RAILING TO STRUCTURE
115 TRANSITION RAILING (TYPE WB-31)
116 END ANCHOR ASSEMBLY (TYPE SFT)
117 SOFTSTOP TERMINAL SYSTEMS
118 REMOVE GUARDRAIL
119 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. rn rn