Spreadsheet: 04ddbf15-b444-4dba-a359-ec4227e88171
Sheet: Grading Plan Estimate

COST ESTIMATE
GRADING PLAN
ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWING (SDRSD) UNLESS OTHERWISE NOTED AS CITY (CITY OF OCEANSIDE STANDARD DRAWING)
[NAME] | QUANTITY | UNIT | UNIT COST | COST
SECTION 1 - EARTHWORK
CLEAR AND GRUB |  | SF | 0.45
CONTAMINATED SOIL REMOVAL |  | CY | 105
EXCAVATE AND EXPORT
0-1,000 |  | CY | 27.5
1,001-20,000 |  | CY | 22
20,001-100,000 |  | CY | 16.5
100,001-350,000 |  | CY | 11
>350,000 |  | CY | 7.15
EXCAVATE AND FILL
0-1000 |  | CY | 20
1,001-20,000 |  | CY | 11.5
>20,000 |  | CY | 6.5
IMPORT AND FILL
0-1000 |  | CY | 28
1,001-20,000 |  | CY | 22
>20,000 |  | CY | 12
SUB DRAIN (4" DIAMETER) |  | LF | 28
SUB DRAIN (6" DIAMETER) |  | LF | 30
SUB DRAIN (8" DIAMETER) |  | LF | 35
SUBDRAIN HEADWALL |  | EA | 2500
SECTION 2 - PRIVATE DRAINAGE
PRIVATE STORM DRAIN
4"-6" PVC STORM DRAIN |  | LF | 20
8"-12" PVC STORM DRAIN |  | LF | 30
15" PVC STORM DRAIN |  | LF | 35
18" PVC STORM DRAIN |  | LF | 71
24" PVC STORM DRAIN |  | LF | 80
30" PVC STORM DRAIN |  | LF | 91
36" PVC STORM DRAIN |  | LF | 105
42" PVC STORM DRAIN |  | LF | 120
48" PVC STORM DRAIN |  | LF | 135
12" RCP STORM DRAIN |  | LF | 60
18" RCP STORM DRAIN |  | LF | 95
24" RCP STORM DRAIN |  | LF | 110
30" RCP STORM DRAIN |  | LF | 120
36" RCP STORM DRAIN |  | LF | 145
42" RCP STORM DRAIN |  | LF | 165
48" RCP STORM DRAIN |  | LF | 175
54" RCP STORM DRAIN |  | LF | 200
60" RCP STORM DRAIN |  | LF | 255
72" RCP STORM DRAIN |  | LF | 285
MISCELLANEOUS PRIVATE DRAINAGE
AC SPILLWAY (D-22) |  | EA | 320
PCC BOX CULVERT |  | CY | 1100
CATCH BASIN, PER [NAME] (TYPE F) |  | EA | 3550
CATCH BASIN, PER D-8 (TYPE G) |  | EA | 3900
CLEAN OUT, PER D-9 (TYPE A) |  | EA | 3980
CLEAN OUT, PER D-10 (TYPE B) |  | EA | 4500
CATCH BASIN, PER D-29 (TYPE I) |  | EA | 3850
CONCRETE (STRUCTURAL) |  | CY | 550
CONCRETE ENERGY DISSIPATER, PER D-41 |  | EA | 8200
CONCRETE LUG, PER D-63 |  | EA | 1200
MISCELLANEOUS PRIVATE DRAINAGE (CONTINUE):
CONCRETE PIPE COLLAR, PER D-62 |  | EA | 2500
CURB INLET, PER D-1 (TYPE A) |  | EA | 3850
CURB INLET, PER D-2 (TYPE B) |  | EA | 3850
CURB INLET, PER D-3 (TYPE C) |  | EA | 4500
CURB INLET, PER D-4 (TYPE D) |  | EA | 3550
CURB INLET, PER D-45 (TYPE J) |  | EA | 3550
CURB OUTLET, PER D-25 (TYPE A) |  | EA | 2500
CURB OUTLET-SIDEWALK UNDER DRAIN, PER D-27 |  | EA | 500
CURTAIN WALL, PER D-38 |  | EA | 600
CUTOFF WALL, PER D-72 |  | EA | 475
PCC DRAINAGE CHANNEL, PER D-70 & 71 |  | LF | 650
DRAINAGE DITCH, PER D-75 |  | LF | 15
STRAIGHT HEAD WALL PER D-30&31 (TYPE A) |  | EA | 3000
STRAIGHT HEAD WALL PER D-32&33 (TYPE A-GRAVITY) |  | EA | 2700
WING/U TYPE HEAD WALL PER D-34/35A&B (18" TO 36"/36" TO 60") |  | EA | 4300
WING/U TYPE HEAD WALL PER D-35A&B (60" TO 84") |  | EA | 4600
L TYPE HEADWALL PER D-36 & 37 |  | EA | 4100
INLET APRON, PER D-39 |  | EA | 1600
RIP RAP, PER D-40 (2 TON) |  | EA | 2500
RIP RAP, PER D-40 (0.25 - 1.00 TON) |  | EA | 2100
RIP RAP, PER D-40 (NO. 2 BACKING) |  | EA | 1750
RIP RAP, PER D-40 (2.0 TON) |  | CY | 180
RIP RAP, PER D-40 (4.0 TON) |  | CY | 200
CONNECT TO EXISTING S.D. |  | EA | 1000
CDS UNIT (SMALL) |  | EA | 20000
CDS UNIT (MEDIUM) |  | EA | 35000
CDS UNIT (LARGE) |  | EA | 70000
BIO-SWALE |  | LF | 5.5
12"X12" BOX INLET (PVT) |  | EA | 1500
18"X18" BOX INLET (PVT) |  | EA | 2500
24"X24" BOX INLET (PVT) |  | EA | 2750
FILTER INSERT |  | EA | 2500 | 0
3' RIBBON GUTTER |  | LF | 10
 |  |  | SUBTOTAL:
 |  |  | 15% Contingencies:
 |  |  | TOTAL OF SECTIONS 1 & 2:
SECTION 3 - PRIVATE CURB AND GUTTER, SIDEWALK AND CURB RAMP
MEDIAN CURB & GUTTER, PER [NAME] (TYPE B-1) |  | LF | 12
MEDIAN CURB & GUTTER, PER [NAME] (TYPE B-2) |  | LF | 20
6" CURB & GUTTER, PER G-2 (TYPE G) |  | LF | 20
8" CURB & GUTTER, PER G-2 (TYPE G) |  | LF | 24
6" CURB & GUTTER, PER G-2 (TYPE H) |  | LF | 25
8" CURB & GUTTER, PER G-2 (TYPE H) |  | LF | 30
ROLLED CURB, PER G-4 |  | LF | 26
4" AC BERM, PER G-5 |  | LF | 8
6" AC BERM, PER G-5 |  | LF | 9.5
8" AC BERM, PER G-5 |  | LF | 11
6" OR 8" CURB PER G-1 (CURB ONLY) |  | LF | 12
6" OR 8" CURB PER G-1 (CURB & GUTTER) |  | LF | 22
CURB RAMPS, PER G-27 (TYPE A & B NEW CONSTRUCTION) |  | EA | 1400
CURB RAMPS, PER G-28, G-29  (TYPE A-1 & B-1 & C, EXISTING SIDEWALK) |  | EA | 2200
4' PCC SIDEWALK, PER G-7
0-5,000 |  | SF | 5
>5,000 |  | SF | 4
PRIVATE PAVEMENT
AC PAVING (1" SURFACE) |  | SF | 0.75
AC PAVING (2" SURFACE) |  | SF | 1
AC PAVING (3" SURFACE) |  | SF | 1.3
AC PAVING (4" SURFACE) |  | SF | 1.75
AC PAVING (5" SURFACE) |  | SF | 2.15
CLASS II AGGREGATE BASE PAVING (6" SURFACE) |  | SF | 1.05
CLASS II AGGREGATE BASE PAVING (8" SURFACE) |  | SF | 1.25
CLASS II AGGREGATE BASE PAVING (12" SURFACE) |  | SF | 1.6
CLASS II AGGREGATE BASE PAVING (14" SURFACE) |  | SF | 1.65
CLASS II AGGREGATE BASE PAVING (16" SURFACE) |  | SF | 1.75
CLASS II AGGREGATE BASE PAVING (18+" SURFACE) |  | SF | 1.85
PCC PAVING (5" THICK) |  | SF | 5
PCC PAVING (5.5" THICK) |  | SF | 5.5
PCC PAVING (6" THICK) |  | SF | 6
PCC PAVING (8" THICK) |  | SF | 6.5
PCC PAVING (9" THICK) |  | SF | 7.5
PAVING SUBGRADE PREPARATION |  | SF | 0.5
AC PAVEMENT REMOVAL |  | SF | 2
[NAME] PRIVATE ITEMS
MASONRY RETAINING WALL (ALL WALLS OVER 4' IN HEIGHT) |  | SF | 29.65
SHORING (FOR SYSTEMS UTILIZED TO EXCAVATE GROUND AND ARE NOT PART OF THE PERMANENT  FOUNDATION) |  | SF | 25
SECTION 5 - PRIVATE WASTEWATER UTILITIES
CONCRETE ANCHOR, PER S-9 |  | LF | 1262
SEWER MANHOLE, PER CITY S-6 (3'X5') |  | EA | 3585
SEWER MANHOLE, PER CITY S-6 (3'X5' W/LOCKING COVER) |  | EA | 4407
SEWER MANHOLE, PER CITY S-6 (3'X5' W/LINER) |  | EA | 5525
SEWER MANHOLE, PER CITY S-6 (3'X5' W/LINER & LOCKING COVER) |  | EA | 6347
SEWER MANHOLE, PER CITY S-5 (3'X4') |  | EA | 3175
SEWER MANHOLE, PER CITY S-5  (3'X4' W/LOCKING COVER) |  | EA | 4500
SEWER MANHOLE, PER CITY S-5  (3'X4' W/LINER |  | EA | 3997
SEWER MANHOLE, PER CITY S-5  (3'X4' W/LINER & LOCKING COVER) |  | EA | 5322
SEWER LOCKING COVER, PER M-4 |  | EA | 822.15
4" PRESSURE PVC SEWER |  | EA | 52.7
6" PRESSURE PVC SEWER |  | EA | 71.75
STREET SEWER LATERAL, PER CITY S-3 (4") |  | EA | 1335
STREET SEWER LATERAL, PER CITY S-3 (6") |  | EA | 2510
STREET SEWER LATERAL, PER CITY S-3 (8") |  | EA | 3685
ALLEY SEWER LATERAL, PER CITY S-3 (4") |  | EA | 1117
ALLEY SEWER LATERAL, PER CITY S-3 (6") |  | EA | 1700
4" PVC SEWER MAIN, PER City S-2 |  | LF | 51.5
6" PVC SEWER MAIN, PER City S-2 |  | LF | 61.85
8" PVC SEWER MAIN, PER City S-2 |  | LF | 72.2
10" PVC SEWER MAIN, PER City S-2 |  | LF | 80.43
12" PVC SEWER MAIN, PER City S-2 |  | LF | 88.65
15" PVC SEWER MAIN, PER City S-2 |  | LF | 97.9
18" PVC SEWER MAIN, PER City S-2 |  | LF | 108.05
21" PVC SEWER MAIN, PER City S-2 |  | LF | 117.25
24" PVC SEWER MAIN, PER City S-2 |  | LF | 124.9
27" PVC SEWER MAIN, PER City S-2 |  | LF | 133.1
PRIVATE WASTEWATER CONTINUE
30" PVC SEWER MAIN, PER City S-2 |  | LF | 140.75
36" PVC SEWER MAIN, PER City S-2 |  | LF | 156
16" STEEL CASING PER CITY S-8 |  | LF | 97.5
19" STEEL CASING PER CITY S-8 |  | LF | 125
21" STEEL CASING PER CITY S-8 |  | LF | 142
24" STEEL CASING PER CITY S-8 |  | LF | 161
30" STEEL CASING PER CITY S-8 |  | LF | 187
42" STEEL CASING PER CITY S-8 |  | LF | 259
48" STEEL CASING CITY PER S-8 |  | LF | 286
SEWER PUMP STATION (MULTIPLE UNITS) |  | EA | 250000
39" STEEL CASING CITY PER S-8 |  | LF | 225
33" STEEL CASING PER CITY S-8 |  | LF | 198
36" STEEL CASING CITY PER S-8 |  | LF | 212
SECTION 6 - PRIVATE WATER UTILITIES
PRIVATE WATER VALVES
4" GATE VALVE |  | EA | 550
6" GATE VALVE |  | EA | 1000
8" GATE VALVE |  | EA | 1800
10" GATE VALVE |  | EA | 2850
12" GATE VALVE |  | EA | 3700
16" GATE VALVE |  | EA | 4650
20" GATE VALVE |  | EA | 5900
8" PRESSURE REDUCER W/BOX |  | EA | 9820
AIR RELEASE VALVE, (1") PER CITY W-3 |  | EA | 1550
AIR RELEASE VALVE, (2") PER CITY W-3 |  | EA | 2200
BLOW-OFF ASSEMBLY, PER CITY W-2 |  | EA | 1875
RELOCATE FIRE HYDRANT |  | EA | 2200
FIRE HYDRANT ASSY PER CITY W-1( 2-WAY) |  | EA | 3500
FIRE HYDRANT ASSY PER CITY W-1( 3-WAY) |  | EA | 4000
THRUST BLOCK, PER CITY W-27 |  | SF | 175
PRIVATE PVC WATER MAINS
4" PVC WATER MAIN PER WP-2 |  | LF | 38
6" PVC WATER MAIN PER WP-2 |  | LF | 50
8" PVC WATER MAIN PER WP-2 |  | LF | 58
10" PVC WATER MAIN PER WP-2 |  | LF | 63
12" PVC WATER MAIN PER WP-2 |  | LF | 70
16" PVC WATER MAIN PER WP-2 |  | LF | 89
20: PVC WATER MAIN PER WP-2 |  | LF | 100
PRIVATE WATER SERVICE
1" WTR SERV. PER CITY W-4 |  | EA | 2267
2" WTR SERV. PER CITY W-5 |  | EA | 2453
 |  |  | SUBTOTAL:
 |  |  | Contingencies - 15%:
 |  |  | TOTAL OF SECTIONS 3-6:
 |  |  | TOTAL COST OF GRADING PLAN: