| Location: GENERAL |
| Item |
Description |
Unit of Measure |
Estimated Quantity |
| 1 |
CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,500) |
LS |
1 |
| 2 |
CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH) |
MTH |
18 |
| 3 |
CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
LS |
1 |
| 4 |
IMPLEMENTATION OF THE LTWHP |
LS |
1 |
| 5 |
IMPLEMENTATION OF BMPS |
LS |
1 |
| 6 |
PREPARATION OF THE SOIL MANAGEMENT PLAN (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
| 7 |
IMPLEMENTATION OF THE SOIL MANAGEMENT PLAN |
LS |
1 |
| 8 |
PREPARATION OF AIR MONITORING PLAN (RULE 1466) (STIPULATED UNIT PRICE OF $5000) |
LS |
1 |
| 9 |
AIR MONITORING (RULE 1466) |
DAYS |
240 |
| 10 |
NPDES MONITORING AND REPORTING |
MTH |
12 |
| 11 |
PREPARATION OF THE SITE-SPECIFIC HEALTH AND SAFETY PLAN (STIPULATED UNIT PRICE OF $5000) |
LS |
1 |
| 12 |
IMPLEMENTATION OF THE SITE-SPECIFIC HEALTH AND SAFETY PLAN |
LS |
1 |
| 13 |
PREPARATION OF THE NOISE MITIGATION PLAN (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
| 14 |
CONSTRUCTION OF TEMPORARY SOUND BARRIER |
LF |
250 |
| 15 |
MAINTENANCE AND REMOVAL OF TEMPORARY SOUND BARRIER |
LS |
1 |
| 16 |
SHORING OF OPEN EXCAVATIONS |
LF |
5,050 |
| 17 |
OFFICE FACILITIES |
MTH |
18 |
| 18 |
MOBILIZATION |
LS |
1 |
| 19 |
RESTORATION OF PERMANENT SURFACING |
LS |
1 |
| 20 |
PREPARATION OF THE SURFACE WATER DIVERSION PLAN (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
| 21 |
IMPLEMENTATION OF THE SURFACE WATER DIVERSION PLAN |
LS |
1 |
| 22 |
PREPARATION OF THE DEWATERING PLAN (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
| 23 |
IMPLEMENTATION OF THE DEWATERING PLAN |
LS |
1 |
| 24 |
PLANT ESTABLISHMENT PERIOD |
LS |
1 |
| 25 |
INTERPRETIVE SIGNAGE |
EA |
5 |
| 26 |
WATER TRUCK |
DAY |
100 |
| 27 |
PARTNERING (ALLOWANCE OF $30,000) |
AL |
30,000 |
| 28 |
TREE PROTECTION FENCING |
LS |
1 |
| 29 |
TEMPORARY CONSTRUCTION FENCING |
LS |
1 |
| 30 |
TEMPORARY HAUL ROUTE |
LS |
1 |
| 31 |
RECONSTRUCT PAVED HAUL ROUTE |
LS |
1 |
| 32 |
TRAFFIC CONTROL |
LS |
1 |
| Location: TULE POND |
| Item |
Description |
Unit of Measure |
Estimated Quantity |
| 33 |
REMOVE EXISTING CHAIN LINK FENCE |
LF |
51 |
| 34 |
CONCRETE REMOVAL (REINFORCED) |
CY |
16 |
| 35 |
EXCAVATION OF SEDIMENT FROM TULE POND |
TON |
8,755 |
| 36 |
TRANSPORTATION OF SEDIMENT FROM TULE POND (CALIFORNIA HAZARDOUS WASTE) |
TON |
8,755 |
| 37 |
CONCRETED RIPRAP (CLASS IV) |
CY |
204 |
| 38 |
CATCH BASIN PER STD PLAN 300, W=21 |
EA |
1 |
| 39 |
MANHOLE PER STD PLAN 320 |
EA |
1 |
| 40 |
PRESSURE MANHOLE SHAFT PER STD PLAN 329 |
EA |
1 |
| 41 |
CONNECTOR PIPE SCREEN (CPS) |
EA |
1 |
| 42 |
CHAIN LINK FENCE, 8' HIGH |
LF |
44 |
| 43 |
36" CSP, 12 GAGE |
LF |
25 |
| 44 |
18" RCP, 2000 D |
LF |
196 |
| 45 |
27" RCP, 2000 D |
LF |
40 |
| 46 |
36" RCP, 2000 D |
LF |
313 |
| 47 |
48" RCP, 2000 D |
LF |
45 |
| 48 |
18" CONCRETE COLLAR |
EA |
1 |
| 49 |
27" CONCRETE COLLAR |
EA |
1 |
| 50 |
48" CONCRETE COLLAR |
EA |
1 |
| 51 |
ABANDON EXISTING 18" RCP |
LS |
1 |
| 52 |
OUTLET STRUCTURE |
EA |
2 |
| 53 |
OUTLET STRUCTURE (DRAIN 2 & 3) |
EA |
1 |
| 54 |
CLEARING AND GRUBBING |
LS |
1 |
| 55 |
ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
EA |
35 |
| 56 |
TREE REMOVAL (13"-24" DIAMETER) |
EA |
48 |
| 57 |
CROWN REDUCTION, TREE |
LS |
1 |
| 58 |
TREE RELOCATION |
EA |
18 |
| 59 |
LANDSCAPING |
LS |
1 |
| 60 |
IRRIGATION SYSTEM |
LS |
1 |
| 61 |
AGRONOMIC SOIL REPORT |
LS |
1 |
| 62 |
DECORATIVE BOULDERS |
EA |
135 |
| 63 |
DECORATIVE GUARDRAIL AT TULE POND |
LF |
94 |
| 64 |
CONCRETE CURB AT DECORATIVE CUSTOM GUARDRAIL |
LF |
94 |
| 65 |
ELECTRICAL WORK |
LS |
1 |
| 66 |
AGGREGATE SURFACING COBBLE - TYPE 1 |
SF |
8,011 |
| 67 |
AGGREGATE SURFACING COBBLE - TYPE 2 |
SF |
8,097 |
| 68 |
AGGREGATE SURFACING COBBLE - TYPE 3 |
LS |
1 |
| Location: BALDWIN LAKE |
| Item |
Description |
Unit of Measure |
Estimated Quantity |
| 69 |
CONCRETE REMOVAL (REINFORCED) |
CY |
7 |
| 70 |
EXCAVATION OF SEDIMENT FROM BALDWIN LAKE |
TON |
31,185 |
| 71 |
TRANSPORTATION OF SEDIMENT FROM BALDWIN LAKE (CLASS III LANDFILL) |
TON |
31,185 |
| 72 |
STRUCTURE EXCAVATION (RETAINING WALL)* |
CY |
4,420 |
| 73 |
IMPORTED BORROW |
CY |
9,130 |
| 74 |
CRUSHED AGGREGATE BASE |
CY |
1,230 |
| 75 |
STRUCTURE CONCRETE (RETAINING WALL)* |
CY |
870 |
| 76 |
BAR REINFORCING STEEL* |
LB |
147,200 |
| 77 |
WATERPROOFING MEMBRANE* |
SF |
28,840 |
| 78 |
AIR PLACED CONCRETE (INCL WIRE MESH) |
CY |
390 |
| 79 |
48" RCP, 2000 D |
LF |
98 |
| 80 |
48" CONCRETE COLLAR |
EA |
1 |
| 81 |
ABANDON EXISTING 18" CMP |
LS |
1 |
| 82 |
ABANDON EXISTING 48" RCP |
LS |
1 |
| 83 |
INLET STRUCTURE PVC CONNECTION |
EA |
1 |
| 84 |
REMOVE EXISTING STONE WALL |
LS |
1 |
| 85 |
6" PERFORATED PVC PIPE (INC. FILTER MATERIAL AND FILTER FABRIC) |
LF |
1,950 |
| 86 |
OUTLET STRUCTURE |
EA |
1 |
| 87 |
CLEARING AND GRUBBING |
LS |
1 |
| 88 |
ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER) |
EA |
35 |
| 89 |
TREE REMOVAL (13"-24" DIAMETER) |
EA |
128 |
| 90 |
LANDSCAPING |
LS |
1 |
| 91 |
CROWN REDUCTION, TREE |
LS |
1 |
| 92 |
IRRIGATION SYSTEM |
LS |
1 |
| 93 |
AGRONOMIC SOIL REPORT |
LS |
1 |
| 94 |
CLASS "A" TOPSOIL |
CY |
34 |
| 95 |
DECORATIVE BOULDERS |
EA |
20 |
| 96 |
RIP RAP AT BOAT LAUNCH |
SF |
195 |
| 97 |
DECOMPOSED GRANITE SURFACING |
SF |
777 |
| 98 |
COBBLE FOR LAKE WALL VERTICAL FACE (CLADDING) |
SF |
8,410 |
| 99 |
COBBLE FOR LAKE WALL HORIZONTAL TOP (COPING) |
SF |
158 |
| 100 |
COBBLE FOR SLOPED SHOTCRETE SHELF (EMBEDDED CLADDING) |
SF |
4,110 |
| 101 |
BOULDER FOR LAKE WALL TOP (COPING) |
SF |
1,869 |
| 102 |
BENTONITE CLAY LINER |
TON |
453 |
| 103 |
FLAT COBBLE CURB AT BOAT LAUNCH |
LF |
76 |
| 104 |
COBBLE FOR FLAT COBBLE CURB AT BOAT LAUNCH (COPING) |
SF |
152 |
| 105 |
COBBLE FOR FLAT COBBLE CURB AT BOAT LAUNCH (CLADDING) |
SF |
152 |
| 106 |
BENCH TYPE 1 |
EA |
3 |
| 107 |
DIFFUSED AERATION SYSTEM |
LS |
1 |
| 108 |
ULTRASONIC ALGAE CONTROL TRANSDUCER |
LS |
1 |
| 109 |
ELECTRICAL WORK |
LS |
1 |
| 110 |
DECORATIVE SITE CONCRETE PAVING |
LS |
1 |
| Location: ADDITIVE ALTERNATIVE |
| Item |
Description |
Unit of Measure |
Estimated Quantity |
| 111 |
GENERAL CONDITIONS |
LS |
1 |
| 112 |
EXCAVATION OF SEDIMENT FROM BALDWIN LAKE |
TON |
38,260 |
| 113 |
TRANSPORTATION OF SEDIMENT FROM BALDWIN LAKE (CLASS III LANDFILL) |
TON |
38,260 |
| 114 |
48" RCP, 2000 D |
LF |
59 |
| 115 |
BENTONITE CLAY LINER |
TON |
9 |