Spreadsheet: 89e9b2ed-5148-40a1-a7c6-6015b1ef3fa5
Sheet: Improvment Plan Estimate

COST ESTIMATE
IMPROVEMENT 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
EXCAVATE AND EXPORT
0-1,000 |  | CY | 27.5 |  |  |  |  | 1,001-20,000
1,001-20,000 |  | CY | 22 |  |  |  | 20,001-100,000
20,001-100,000 |  | CY | 16.5 |  |  |  | 100,001-350,000
100,001-350,000 |  | CY | 11 |  |  |  |  | >350,000
>350,000 |  | CY | 7.15
EXCAVATE AND FILL
0-1000 |  | CY | 20 |  |  |  |  | 1,001-20,000
1,001-20,000 |  | CY | 11.5
>20,000 |  | CY | 6.5
IMPORT AND FILL
0-1000 |  | CY | 28 |  |  |  |  | 1,001-20,000
1,001-20,000 |  | CY | 22
>20,000 |  | CY | 12
SECTION 2 - PUBLIC DRAINAGE
PUBLIC STORM DRAIN
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
18" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 99.75
SECTION 2 - PUBLIC DRAINAGE (CONTINUE):
24" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 115.5
36" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 152.25
42" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 173.25
48" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 183.75
54" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 210
60" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 267.75
72" RCP STORM DRAIN (WATER TIGHT JOINTS) |  | LF | 299.25
[NAME] PUBLIC 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
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-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-34/35 A & B (18" TO 36"/36" TO 60") |  | EA | 4300
WING/U TYPE HEAD WALL PER D-35 A & B (60" TO 84") |  | EA | 4600
L TYPE HEADWALL PER D-36 & 37 |  | EA | 4100
INLET APRON, PER D-39 |  | EA | 1600
CONCRETE ENERGY DISSIPATER, PER D-41 |  | EA | 8200
RIP RAP, PER D-40 (2 TON) |  | EA | 2500
[NAME] PUBLIC DRAINAGE (CONTINUE):
RIP RAP, PER D-40 (0.25 - 1.0 TON) |  | EA | 2100
RIP RAP, PER D-40 (NO. 2 BACKING) |  | EA | 1750
CONCRETE LUG D-63 |  | EA | 200
SECTION 3 - PUBLIC SURFACE IMPROVEMENTS
PUBLIC CURB AND GUTTER
CURB & GUTTER REMOVAL |  | LF | 3
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
PUBLIC 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
PUBLIC CURB RAMPS & SIDEWALK
CURB RAMPS, PER G27 (TYPE A & B, NEW CONSTRUCTION) |  | EA | 1400
CURB RAMPS, PER G-28, [NAME] (TYPE A-1, B-1 & C, EXIST SIDEWALK) |  | EA | 2200
CURB RAMPS, ALLEY, PER G-31 (TYPE D) |  | EA | 1600
SIDEWALK REMOVAL |  | SF | 1.5
4" PCC SIDEWALK, PER G-7
0-5,000 |  | SF | 5
>5,000 |  | SF | 4
MISCELLANEOUS PUBLIC SURFACE IMPROVEMENTS
CUT-OFF WALL @ END OF PAVEMENT, PER G-22 & 23 |  | EA | 1000
CROSS-GUTTER, PER G-12 & 13, CITY [NAME] |  | SF | 8
DRIVEWAY, PER G-14A,B,C & G-26 |  | SF | 7
TRENCH RESURFACING, PER CITY M-2, M-3, A,B,C |  | LF | 25
NARROW TRENCHING, CITY M-2, M-3, A,B,C |  | LF | 11.5
AC OVERLAY (1"-2") |  | SF | 0.45
AC SLURRY SEAL |  | SF | 0.6
ALLEY APRON, PER G-17 |  | SF | 7
ADJUST TO GRADE |  | EA | 1000
AGGREGATE BASE (AB) |  | SF | 1
MEDIAN PCC, (DECORATIVE) |  | SF | 11
MEDIAN PCC, (STAMPED CONCRETE) |  | SF | 8
MEDIAN PCC, (INTERLOCKING PAVERS) |  | SF | 12
GRIND & OVERLAY |  | SF | 2.5
SECTION 4- MISCELLANEOUS PUBLIC IMPROVEMENTS
[NAME] PUBLIC ITEMS
VEHICULAR BRIDGE |  | SF | 275
PEDESTRIAN BRIDGE |  | SF | 250
CRASH CUSHION (G.R.E.A.T.) |  | EA | 36800
EXCAVATION (FOR STRUCTURES) |  | CY | 31
FENCE, PER M-6 (4' HIGH CHAIN LINK) |  | LF | 12.5
FENCE, PER M-6 (5' HIGH CHAIN LINK) |  | LF | 14
FENCE, PER M-6 (6' HIGH CHAIN LINK) |  | LF | 16
GUARD RAIL METAL BEAM, PER M-3-38 |  | LF | 30
GUARD RAIL POST, PER M-9 |  | EA | 240
GUARD BARRICADE, PER M-9 |  | EA | 450
PCC MEDIAN BARRIER (TYPE 50) |  | EA | 55
SAW  CUT EXISTING (AC/PCC) |  | LF | 4
TRENCH SHORING (5'-10' DEEP) |  | LF | 11.2
SECTION 4- MISCELLANEOUS PUBLIC IMPROVEMENTS (CONTINUE):
TRENCH SHORING (11'-15' DEEP) |  | LF | 17.4
TRENCH SHORING (16'-20' DEEP) |  | LF | 25
SURVEY MONUMENT, PER M-10 |  | EA | 800
RETAINING WALL (ALL WALLS OVER 4' IN HEIGHT) |  | SF | 29.65
PEDESTRIAN BARRICADE |  | EA | 150
SECTION 5 - PUBLIC TRAFFIC
TRAFFIC CONTROLS
DETECTOR LOOPS |  | EA | 450
PULL BOX, PER (ALL TYPES) |  | EA | 260
PULL BOX, RELOCATION |  | EA | 400
REMOVE STRIPING |  | LF | 3
STREET LIGHT, E-2 L.P. SODIUM- PER CITY STANDARDS |  | EA | 6000
STREET LIGHT, [NAME] CITY STANDARDS |  | EA | 6000
STREET NAME SIGN, CITY T-3 |  | EA | 400
STREET STRIPING
0-4000' |  | LF | 0.65
>4,000' |  | LF | 0.5
TRAFFIC SIGNAL (2X2 INTERSECTION) |  | LS | 105000
TRAFFIC SIGNAL ([NAME] INTERSECTION) |  | LS | 115000
TRAFFIC SIGNAL (4X4 INTERSECTION) |  | LS | 120000
TRAFFIC SIGNAL (4X6 INTERSECTION) |  | LS | 130000
TRAFFIC SIGNAL (6X6 INTERSECTION) |  | LS | 140000
TRAFFIC SIGNAL (8X6 INTERSECTION) |  | LS | 230000
TRAFFIC SIGNAL INTERCONNECTION |  | LF | 15
BIKE LANE SIGNING AND STRIPING |  | MI | 2000
SECTION 6- PUBLIC WASTEWATER UTILITIES
PUBLIC WASTEWATER
CONCRETE ANCHOR |  | 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
PUBLIC WASTEWATER (CONTINUE):
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
8" PVC SEWER MAIN, PER City S-2 |  | LF | 72.2
10" PVC SEWER MAIN, PER City S-2 |  | LF | 79.9
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
16" STEEL CASING CITY S-8 |  | LF | 97.5
19" STEEL CASING CITY S-8 |  | LF | 125
21" STEEL CASING CITY S-8 |  | LF | 142
24" STEEL CASING CITY S-8 |  | LF | 161
30" STEEL CASING CITY S-8 |  | LF | 187
33" STEEL CASING CITY S-8 |  | LF | 198
36" STEEL CASING CITY S-8 |  | LF | 212
39" STEEL CASING CITY S-8 |  | LF | 225
42" STEEL CASING CITY S-8 |  | LF | 259
48" STEEL CASING CITY S-8 |  | LF | 286
52" STEEL CASING |  | LF | 313
60" STEEL CASING |  | LF | 360
SEWER PUMP STATION |  | EA | 250000
SECTION 7- PUBLIC WATER UTILITIES
PUBLIC WATER
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
PUBLIC 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
PUBLIC PVC WATER MAINS
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
PUBLIC WATER SERVICE
1" WTR SERV. PER CITY W-4 |  | EA | 2267
2" WTR SERV. PER CITY W-5 |  | EA | 3183
 |  |  | SUBTOTAL:
 |  |  | Contingencies - 15%:
 |  |  | TOTAL COST ESTIMATE FOR IMPROVEMENT PLAN: