Spreadsheet: 00426c51-841b-4f32-b0d3-5b0af44f5ed1
Sheet: PC & Insp. Spreadsheet

Project: |  |  |  |  | Date:
Submitted By:
 |  | ENR Index: 8672, February 2010 / BOS Adopted September 28, 2010 / Effective July 1, 2012
 | Item | Unit | Unit Cost | Quantity | Subtotal
A | [NAME]
 | Roadway excavation | CY | 6.55
 | Earthwork - import | CY | 10.1
 | Site grading and compaction | SF | 0.63
 | Export material | CY | 7.72
 | Clear and grub | AC | 1185
 | [NAME] and remove existing AC | SF | 1.21
 |  |  |  | Subtotal A
B | STORM DRAINAGE
 | Storm Drain Drop Inlet | EA | 1485
 | Storm Drain Manhole - 24" | EA | 1770
 | Storm Drain Manhole - 36" | EA | 1770
 | Storm Drain Manhole - 48" | EA | 2395
 | Storm Drain Manhole - 60" | EA | 3555
 | Storm Drain Manhole - 72" | EA | 4760
 | Storm Drain Manhole With Trap - 36" | EA | 2565
 | Storm Drain Manhole With Trap - 72" | EA | 5100
 | Drain Pipe - 6" and Under | LF | 19.35
 | Drain Pipe - 8" | LF | 22.8
 | Drain Pipe - 10" | LF | 25.65
 | Drain Pipe - 12" | LF | 27.95
 | Drain Pipe - 15" | LF | 31.95
 | Drain Pipe - 18" | LF | 37.1
 | Drain Pipe - 21" | LF | 41.65
 | Drain Pipe - 24" | LF | 45.6
 | Drain Pipe - 30" | LF | 50.7
 | Drain Pipe - 36" | LF | 59.25
 | Drain Pipe - 42" | LF | 68.4
 | Drain Pipe - 48" | LF | 79.25
 | Drain Pipe - 54" | LF | 85.5
 | Drain Pipe - 60" | LF | 91.8
 | Drain Pipe - 72" | LF | 105.4
 | Flared End Section - 18" & Under | EA | 297
 | Flared End Section - 21" to 36" | EA | 387
 | Flared End Section - 42" and Over | EA | 592
 | Drain Pipe - 21"x15" Arch Pipe | LF | 53
 | Drain Pipe - 24"x18" Arch Pipe | LF | 59.25
 | Drain Pipe - 28"x20" Arch Pipe | LF | 66.15
 | Drain Pipe - 35"x24" Arch Pipe | LF | 72.4
 | Drain Pipe - 42"x29" Arch Pipe | LF | 78.65
 | Drain Pipe - 49"x33" Arch Pipe | LF | 85.45
 | Drain Pipe - 57"x38" Arch Pipe | LF | 92.35
 | Drain Pipe - 64"x43" Arch Pipe | LF | 106
 | Drain Pipe - 71"X47" Arch Pipe | LF | 118.5
 | Concrete Box Culvert - 2'x4' | LF | 59.3
 | Concrete Box Culvert - 3'x6' | LF | 98
 | Concrete Box Culvert - 4'x8' | LF | 144.75
 | Concrete Box Culvert - 5'x10' | LF | 198
 | Headwall/wingwall | SF | 18.25
 | [NAME] | EA | 889
 | Roadside drainage ditch | LF | 9.7
 | Drainage swale | LF | 7.11
 | Ditch - paved | LF | 13.1
 | Ditch - rock lined | LF | 12.55
 | No. 2 Caltrans ditch backing | CY | 98
 | Rock inlet/outlet protection | SF | 14.25
 | Paved apron/overside drain | EA | 417
 | AC dike/ditch transition | EA | 417
 | Channel lining | SF | 2.95
 | Trench paving (3" AC / 6" AB) | SF | 2.95
 | Trench paving (4" AC / 12" AB) | SF | 4.22
 | Sediment Trap | EA | 3930
 | Detention facility, per acre of shed area | EA | 5930
 |  |  |  | Subtotal B
C | UTILITIES
 | Utility trench and backfill | LF | 19.4
 | Joint trench road crossings and stubs | EA | 1310
 | Relocate valve | EA | 415.5
 |  |  |  | Subtotal C
D | RETAINING WALLS
 | Retaining Wall | SF | 17.65
 | Sound Wall | SF | 14.25
 |  |  |  | Subtotal D
E. | ROADWAYS
 | 2" AC | SF | 1.2
 | 3" AC | SF | 1.52
 | 4" AC | SF | 1.83
 | 6" AC | SF | 2.95
 | 4" AB | SF | 1.2
 | 6" AB | SF | 1.83
 | 8" AB | SF | 2.03
 | 10" AB | SF | 2.39
 | 12" AB | SF | 2.69
 | Slurry seal | SF | 0.47
 | Chip seal | SF | 0.52
 | Double chip seal | SF | 0.63
 | 2" AC overlay | SF | 1.2
 | 3" AC overlay | SF | 1.52
 | AC dike | LF | 3.56
 | AB shoulder | SF | 1.2
 | PCC paving - 6" | SF | 4.17
 | Concrete curb | LF | 12
 | Concrete curb and gutter | LF | 17.65
 | Concrete V-gutter | SF | 3.56
 | Sidewalk (6" Thick) | SF | 3.56
 | Driveway (A6) | EA | 1770
 | Pedestrian/Equestrian Path | SF | 0.63
 |  |  |  | Subtotal E
F. | AMENITIES
 | Street light | EA | 2395
 | Street light base | EA | 262
 | Street name sign | EA | 297
 | Traffic sign | EA | 297
 | Barricate (Plate R-24) | EA | 980
 | Barricade, remove | EA | 194
 | Barricade, pedestrian (Plate R-25) | EA | 529
 | Guide posts | EA | 131
 | Emergency vehicle gate | EA | 1195
 | Fence - post & cable | LF | 9.7
 | Fence - open iron | LF | 17.65
 | Fence - split rail | LF | 12
 | Pavement marking | LF | 1.2
 | Fire tank - 10,000 gal, w/ hydrant | EA | 11970
 | Trash enclosure | EA | 2908
 | [NAME] | LF | 120
 | Guardrail - cable anchor assembly | EA | 655
 | [NAME] - terminal section | EA | 655
 | Survey monument & well (incl brass caps) | EA | 598
 | Landscaping | SF | 2.39
 | Traffic signal | EA | 302250
 |  |  |  | Subtotal F
G. | WINTERIZATION AND EROSION CONTROL
 | Construction fencing | LF | 2.39
 | Silt fencing | LF | 3.56
 | Inlet protection | EA | 120
 | Check dams | EA | 240
 | Straw bale dike | LF | 2.95
 | Hydroseed | AC | 2965
 | Fiber blanket | SF | 0.47
 | Construction entrance | EA | 592
 | Sediment Trap | EA | 654
 |  |  |  | Subtotal G
H. | SANITARY SEWER FACILITIES
 | (If within County Sewer District, also to be used for project bonding purposes)
 | Sewer MH - 48" | EA | 2620
 | Sewer MH - 60" | EA | 3990
 | Sewer Drop Connection - 6" | EA | 472.5
 | Sewer Drop Connection - 8" | EA | 654
 | Sewer Flushing Branch | EA | 472.5
 | Sewer Pipe - 4" | LF | 22.8
 | Sewer Pipe - 6" | LF | 33
 | Sewer Pipe - 8" | LF | 36.45
 | Sewer Pipe - 10" | LF | 38.75
 | Sewer Pipe - 12" | LF | 42.15
 | Sewer Service - 4" | EA | 712
 | Sewer Service - 6" | EA | 833
 | Sewer Service - 8" | EA | 979
 | Sewer Force Main - 1 1/2" | LF | 10.8
 | Sewer Force Main - 2" | LF | 13.1
 | Sewer Force Main - 4" | LF | 17.65
 | Sewer Force Main - 6" | LF | 21.4
 | 4" flexible double ball expansion joint | EA | 159.5
 | 6" flexible double ball expansion joint | EA | 194
 | 4" check valve assembly | EA | 712
 | 4" single bypass port assembly | EA | 712
 | Sewer lift station | EA | 239400
 | Metering manhole | EA | 6525
 | Sewer release valve assembly | EA | 990
 | Sewer Clean Out | EA | 387
 | Sewer - Adjust MH to Grade | EA | 456
 | Sewer - Connect to Existing | EA | 979
 |  |  |  | Subtotal H
I | ADDITIONAL COSTS (List)
 |  |  |  | Subtotal I
SUMMARY OF COSTS & FEES
A | [NAME]
B | STORM DRAINAGE
C | UTILITIES
D | RETAINING WALLS
E | ROADWAYS
F | AMENITIES
G | WINTERIZATION AND EROSION CONTROL
H | SANITARY SEWER FACILITIES
I | ADDITIONAL COSTS
 | SUBTOTAL - ENGINEER'S ESTIMATE
 | 10% CONTINGENCY
 | TOTAL
 | TOTAL FEE (See Schedule of Fees)
 | INITIAL SUBMITTAL - Plan Check Fee Portion (40%)
 | FINAL SUBMITTAL - Inspection Fee Portion (60%)
 | ADD CAL FIRE REVIEW FEES IF WITHIN JURISDICTIONAL AREA (See Fire Planner Tasks and Fee List)
 | INITIAL SUBMITTAL - Plan Check Fee Portion (40%)
 | FINAL SUBMITTAL - Inspection Fee Portion (60%)
 | GRAND TOTAL FEES
 | ADDITIONAL COSTS FOR PROJECT BOND ESTIMATE |  | Unit Cost | Quantity | Subtotal
J. | WATER
 | Connect to Existing - Water | LS | 656
 | Water Pipe - 2" | LF | 17.65
 | Water Pipe - 4" | LF | 26.2
 | Water Pipe - 6" | LF | 35.35
 | Water Pipe - 8" | LF | 41.05
 | Water Pipe - 10" | LF | 47.9 |  | 0
 | Water Pipe - 12" | LF | 59.25
 | Water Pipe - 15" | LF | 77.5
 | Water Pipe - 18" | LF | 89
 | Water Pipe - 24" | LF | 120
 | Water - Air Relief Valve | EA | 1199
 | Water - 2" Blow Off Valve | EA | 967
 | Backflow Device | EA | 967
 | 8" Flexible Dbl-Ball Expansion Joint | EA | 1083
 | Water Valve - 4" and under | EA | 415.5
 | Water Valve - 6" | EA | 889
 | Water Valve - 8" | EA | 889
 | Water Valve - 10" | EA | 889
 | Water Valve - 12" | EA | 889
 | Water Valve - 15" | EA | 1480
 | Water Valve - 18" | EA | 1480
 | Water Valve - 24" | EA | 2390
 | Fire Department Connection | EA | 1275
 | 10" Check Valve | EA | 3560
 | Fire Hydrant Assembly | EA | 2960
 | Water Service With Meter - Under 1" | EA | 541.5
 | Water Service With Meter - 1" | EA | 598
 | Water Service With Meter - 1 1/2" | EA | 712
 | Water Service With Meter - 2" | EA | 889
 |  |  |  | Subtotal J