CITY OF CATHEDRAL CITY
ATP CYCLE 5: CATHEDRAL CANYON AND DATE PALM
Bid Tabulation/ Analysis
CITY PROJECT No.: 8505/8508
1 MOBILIZATION LS 1 $63,250.00 $63,250.00 $75,000.00 19% $75,000.00 $175,000.00 177% $175,000.00 $95,000.00 50% $95,000.00 2 TRAFFIC CONTROL LS 1 $57,500.00 $57,500.00 $129,836.00 126% $129,836.00 $137,000.00 138% $137,000.00 $157,000.00 173% $157,000.00 3 STORMWATER BEST MANAGEMENT PRACTICES (BMPs) LS 1 $23,000.00 $23,000.00 $20,000.00 -13% $20,000.00 $50,000.00 117% $50,000.00 $30,000.00 30% $30,000.00 4 CONSTRUCTION SURVEY AND MONUMENT PERPETUATION LS 1 $23,000.00 $23,000.00 $20,000.00 -13% $20,000.00 $60,000.00 161% $60,000.00 $50,000.00 117% $50,000.00 5 GRADING LS 1 $28,750.00 $28,750.00 $45,000.00 57% $45,000.00 $566,305.00 1870% $566,305.00 $190,000.00 561% $190,000.00 6 CLEARING AND GRUBBING LS 1 $23,000.00 $23,000.00 $130,000.00 465% $130,000.00 $396,000.00 1622% $396,000.00 $200,000.00 770% $200,000.00 7 REMOVE AND PROPERLY DISPOSE OF TREE/STUMP/PLANTER AND ROOTS TO 3’ BELOW FINISHED SURFACE EA 16 $1,725.00 $27,600.00 $3,000.00 74% $48,000.00 $4,000.00 132% $64,000.00 $5,000.00 190% $80,000.00 8 REMOVE AND HAUL EXISTING NATIVE (LANDSCAPE AREA) CY 640 $57.50 $36,800.00 $150.00 161% $96,000.00 $110.00 91% $70,400.00 $55.00 -4% $35,200.00 9 SAWCUT, REMOVE, HAUL, AND DISPOSE EXISTING PCC CURB AND GUTTER LF 420 $5.75 $2,415.00 $18.00 213% $7,560.00 $50.00 770% $21,000.00 $7.00 22% $2,940.00 10 SAWCUT, REMOVE, HAUL, AND DISPOSE EXISTING PCC CROSS-GUTTER, SPANDREL, BASE AND SUBGRADE FULL DEPTH, SF 3,000 $5.75 $17,250.00 $10.00 74% $30,000.00 $80.00 1291% $240,000.00 $7.00 22% $21,000.00 11 SAWCUT, REMOVE, HAUL AND DISPOSE AC, BASE, AND SUBGRADE TO 10.5 INCHES SF 5,000 $2.30 $11,500.00 $6.00 161% $30,000.00 $20.00 770% $100,000.00 $4.00 74% $20,000.00 12 SAWCUT, REMOVE, HAUL, AND DISPOSE AC (BACK OF CROSS GUTTER) SF 250 $5.75 $1,437.50 $16.00 178% $4,000.00 $100.00 1639% $25,000.00 $3.50 -39% $875.00 13 CONSTRUCT 2” AC SURFACE COURSE (PG-70-10) TON 66 $172.50 $11,385.00 $380.00 120% $25,080.00 $400.00 132% $26,400.00 $300.00 74% $19,800.00 14 CONSTRUCT 2.5” AC BASE COURSE (PG-70-10) TON 85 $143.75 $12,218.75 $310.00 116% $26,350.00 $350.00 143% $29,750.00 $300.00 109% $25,500.00 15 CONSTRUCT 6” CRUSHED AGGREGATE BASE (CAB) CY 200 $92.00 $18,400.00 $70.00 -24% $14,000.00 $140.00 52% $28,000.00 $240.00 161% $48,000.00 16 CONSTRUCT FULL DEPTH 8” AC PAVEMENT (BACK OF CROSS GUTTER) TON 12 $115.00 $1,380.00 $600.00 422% $7,200.00 $1,500.00 1204% $18,000.00 $400.00 248% $4,800.00 17 REMOVE EXISTING CURB RAMP AND CONSTRUCT CURB RAMP PER SHEET 7 DETAIL 7 AND PER CALTRANS STD NO. A88A AND A88B OVER 12-INCH MINIMUM OF 90% COMPACTED NATIVE. CASE PER PLAN.
EA 13
$6,325.00 $82,225.00 $6,500.00
3%
$84,500.00 $7,500.00
19%
$97,500.00 $3,600.00
-43%
$46,800.00
18 CONSTRUCT 6” RETAINING CURB POURED MONOLITHICALLY WITH SIDEWALK PER SPPWC DETAIL 111-5 LF 1,850 $40.25 $74,462.50 $30.00 -25% $55,500.00 $50.00 24% $92,500.00 $10.00 -75% $18,500.00 19 CONSTRUCT 12” RETAINING CURB POURED MONOLITHICALLY WITH SIDEWALK PER SPPWC DETAIL 111-5 LF 200 $57.50 $11,500.00 $50.00 -13% $10,000.00 $100.00 74% $20,000.00 $22.00 -62% $4,400.00 20 CONSTRUCT PCC SIDEWALK PER COUNTY OF RIVERSIDE STD. PLAN NO. 400 AND NO. 401 SF 41,400 $11.50 $476,100.00 $15.00 30% $621,000.00 $16.00 39% $662,400.00 $5.00 -57% $207,000.00 21 CONSTRUCT PCC TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 LF 420 $63.25 $26,565.00 $50.00 -21% $21,000.00 $100.00 58% $42,000.00 $31.00 -51% $13,020.00 22 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 209 SF 3,000 $23.00 $69,000.00 $31.00 35% $93,000.00 $50.00 117% $150,000.00 $50.00 117% $150,000.00 23 CONSTRUCT CONCRETE SLOUGH WALL PER SHEET 8 DETAIL AND PER SPPWC PLAN 622-4 LF 380 $143.75 $54,625.00 $170.00 18% $64,600.00 $200.00 39% $76,000.00 $150.00 4% $57,000.00 24 CONSTRUCT 4” THICK DG OVER 95% COMPACTED NATIVE LS 1 $1,725.00 $1,725.00 $4,000.00 132% $4,000.00 $5,500.00 219% $5,500.00 $5,000.00 190% $5,000.00 25 RELOCATE UTILITY BOX AND COVER AND/OR ADJUST UTILITY BOX TO GRADE EA 7 $1,725.00 $12,075.00 $3,000.00 74% $21,000.00 $700.00 -59% $4,900.00 $900.00 -48% $6,300.00 26 ADJUST IRRIGATION VALVES AND PULLBOX TO GRADE LS 1 $11,500.00 $11,500.00 $29,000.00 152% $29,000.00 $10,000.00 -13% $10,000.00 $40,000.00 248% $40,000.00 27 RELOCATE UTILITIES PER RELOCATION DETAIL ON SHEET 9 (INCLUDES EXTEND
EXISTING CONDUIT AND WIRING AND CONSTRUCT FOUNDATION AND PAD PER CALTRANS STD PLAN ES-3B
)
LS 1 $34,500.00 $34,500.00 $56,000.00
62%
$56,000.00 $100,000.00
190%
$100,000.00 $65,000.00
88%
$65,000.00
28 COORDINATE ADJUST OR RELOCATE UTILITIES BY OTHERS LS 1 $11,500.00 $11,500.00 $500.00 -96% $500.00 $3,500.00 -70% $3,500.00 $2,000.00 -83% $2,000.00 29 TRAFFIC STRIPING, PAVEMENT MARKINGS, PAVEMENT MARKERS, AND SIGNS LS 1 $57,500.00 $57,500.00 $50,000.00 -13% $50,000.00 $55,000.00 -4% $55,000.00 $56,000.00 -3% $56,000.00 30 FIXED-MOUNTED DRIVER FEEDBACK SIGNS/RADAR SPEED DISPLAY EA 1 $23,000.00 $23,000.00 $31,000.00 35% $31,000.00 $50,000.00 117% $50,000.00 $35,000.00 52% $35,000.00 31 HYBRID BEACON AND FOUNDATION PER SHEET 12 EA 1 $143,750.00 $143,750.00 $220,000.00 53% $220,000.00 $250,000.00 74% $250,000.00 $230,000.00 60% $230,000.00 32 RELOCATE EXISTING STREET LIGHT AND COORDINATE WITH HOA (2 STREET LIGHTS) LS 1 $13,800.00 $13,800.00 $12,000.00 -13% $12,000.00 $30,000.00 117% $30,000.00 $12,000.00 -13% $12,000.00 1,462,713.75$ 2,081,126.00 $ 3,656,155.00 $ 1,928,135.00 $ 1 MOBILIZATION LS 1 $126,500.00 $126,500.00 $75,000.00 -41% $75,000.00 $160,000.00 26% $160,000.00 $95,000.00 -25% $95,000.00 2 TRAFFIC CONTROL LS 1 $57,500.00 $57,500.00 $154,000.00 168%
$154,000.00 $264,000.00
359%
$264,000.00 $167,000.00
190%
$167,000.00
3 STORMWATER BEST MANAGEMENT AND PRACTICES (BMPS) LS 1 $23,000.00 $23,000.00 $15,000.50 -35% $15,000.50 $40,000.00 74% $40,000.00 $30,000.00 30% $30,000.00 4 CONSTRUCTION STATION AND MONUMENT PERPETUATION LS 1 $23,000.00 $23,000.00 $28,000.00 22% $28,000.00 $50,000.00 117% $50,000.00 $95,000.00 313% $95,000.00 5 GRADING LS 1 $23,000.00 $23,000.00 $15,000.00 -35% $15,000.00 $360,000.00 1465% $360,000.00 $160,000.00 596% $160,000.00 6 CLEARING AND GRUBBING (INCLUDES FENCE AND GAURDRAIL REMOVAL) LS 1 $28,750.00 $28,750.00 $20,000.00 -30% $20,000.00 $75,000.00 161% $75,000.00 $100,000.00 248% $100,000.00 7 REMOVE AND HAUL EXISTING NATIVE (LANDSCAPE AREA) CY 578 $57.50 $33,235.00 $120.00 109% $69,360.00 $150.00 161% $86,700.00 $52.00 -10% $30,056.00 8 SAWCUT, REMOVE, HAUL, AND DISPOSE EXISTING PCC CURB AND GUTTER LF 630 $5.75 $3,622.50 $20.00 248% $12,600.00 $50.00 770% $31,500.00 $9.00 57% $5,670.00 9 SAWCUT, REMOVE, HAUL, AND DISPOSE EXISTING PCC SIDEWALK SF 2,420 $5.75 $13,915.00 $4.00 -30% $9,680.00 $10.00 74% $24,200.00 $2.00 -65% $4,840.00 10 SAWCUT, REMOVE, HAUL, AND DISPOSE EXISTING PCC DRIVEWAY SF 1,665 $5.75 $9,573.75 $8.00 39% $13,320.00 $10.00 74% $16,650.00 $4.40 -23% $7,326.00 11 SAWCUT, REMOVE, HAUL, AND DISPOSE EXISTING AC PAVEMENT, SUBGRADE AND NATIVE TO DEPTH PER PLAN (INCLUDING BACK OF GUTTER) SY 2,625 $11.50 $30,187.50 $16.00 39% $42,000.00 $70.00 509% $183,750.00 $11.00 -4% $28,875.00 12 SAWCUT, REMOVE, HAUL, AND DISPOSE EXISTING PCC CURB RAMP SF 525 $5.75 $3,018.75 $4.00 -30% $2,100.00 $25.00 335% $13,125.00 $2.00 -65% $1,050.00 13 CONSTUCT 2” AC SURFACE COURSE (PG-70-10-C2) TON 220 $172.50 $37,950.00 $200.00 16% $44,000.00 $310.00 80% $68,200.00 $132.00 -23% $29,040.00 14 CONSTRUCT 2” AC BASE COURSE (PG-70-10-B) TON 220 $172.50 $37,950.00 $190.00 10% $41,800.00 $310.00 80% $68,200.00 $132.00 -23% $29,040.00 15 CONSTRUCT 4-INCH AC PAVEMENT (PG-64-16-C2) OVER 95% COMPACTED NATIVE AT BACK OF DRIVEWAY TON 3 $172.50 $517.50 $950.00 451% $2,850.00 $1,300.00 654% $3,900.00 $132.00 -23% $396.00 16 CONSTRUCT 10-INCH CEMENT STABILIZED PULVERIZED BASE AND ADD TYPE II PORTLAND CEMENT SF 17,955 $8.63 $154,861.88 $2.50 -71% $44,887.50 $4.00 -54% $71,820.00 $4.00 -54% $71,820.00 17 CONSTRUCT 8” PCC COMMERCIAL DRIVEWAY APPROACH PER CITY PLAN SECTION 200-B SF 405 $17.25 $6,986.25 $30.00 74% $12,150.00 $60.00 248% $24,300.00 $20.00 16% $8,100.00 18 CONSTRUCT 8” PCC PAVEMENT OVER 95% COMPACTED NATIVE AT BACK OF DRIVEWAY SF 95 $23.00 $2,185.00 $40.00 74% $3,800.00 $100.00 335% $9,500.00 $20.00 -13% $1,900.00 19 REMOVE EXISTING CURB RAMP AND CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88A CASE A INCLUDING CURB AND GUTTER AND SIDEWALK FROM BCR TO ECR
EA 3
$6,325.00 $18,975.00 $16,000.00
153%
$48,000.00 $10,000.00
58%
$30,000.00 $7,000.00
11%
$21,000.00
TOTAL UNIT COST UNIT COST %
COMP TOTAL
BID SCHEDULE NO. 1: CATHEDRAL CANYON DRIVE
BID SCHEDULE NO. 2: DATE PALM DRIVE
TOTAL UNIT COST UNIT COST %
COMP TOTAL UNIT COST UNIT COST %
COMP
Riverside Construction Company
UNIT COST UNIT COST %
COMP TOTAL
SUB-TOTAL BID SCHEDULE NO. 1
ITEM DESCRIPTION UNIT QTY UNIT COST
UNIT COST %
COMP UNITITEM DESCRIPTION UNIT COST %
COMP TOTAL QTY UNIT COST
Engineers Estimate
TOTAL
Los Angeles Engineering, Inc.Granite Construction Company
UNIT COST TOTAL UNIT COST
CITY OF CATHEDRAL CITY
ATP CYCLE 5: CATHEDRAL CANYON AND DATE PALM
Bid Tabulation/ Analysis
CITY PROJECT No.: 8505/8508
20 CONSTRUCT 4” PCC SIDEWALK PER COUNTY OF RIVERSIDE STD PLAN NO. 401 MODIFIED TO WIDTH PER PLANS SF 7,245 $11.50 $83,317.50 $10.00 -13% $72,450.00 $20.00 74% $144,900.00 $5.00 -57% $36,225.00 21 CONSTRUCT 6” PCC CURB AND GUTTER PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 LF 1,320 $63.25 $83,490.00 $45.00 -29% $59,400.00 $80.00 26% $105,600.00 $30.00 -53% $39,600.00 22 CONSTRUCT CUTOFF WALL LF 190 $115.00 $21,850.00 $170.00 48% $32,300.00 $220.00 91% $41,800.00 $73.00 -37% $13,870.00 23 CONSTRUCT METAL HANDRAILINGS AS SHOWN ON SHEET 2, DETAIL LF 190 $69.00 $13,110.00 $122.00 77% $23,180.00 $230.00 233% $43,700.00 $230.00 233% $43,700.00 24 CONSTRUCT REMOVABLE CURB FACE PER SHEET 2 DETAIL C EA 1 $8,625.00 $8,625.00 $24,000.00 178% $24,000.00 $1,600.00 -81% $1,600.00 $12,000.00 39% $12,000.00 25 COORDINATE ADJUST TO GRADE OR RELOCATE UTILITIES BY OTHERS (CVWD WATER VALVES, WATER METERS; WATER VAULT; TS SCE PULLBOX; CABLE TEL
PEDESTALS
)
LS 1 $11,500.00 $11,500.00 $5,000.00
-57%
$5,000.00 $10,000.00
-13%
$10,000.00 $2,000.00
-83%
$2,000.00
26 REMOVE TRAFFIC SIGNAL EA 2 $17,250.00 $34,500.00 $49,000.00 184% $98,000.00 $37,000.00 114% $74,000.00 $3,500.00 -80% $7,000.00 27 REMOVE STREET LIGHT EA 1 $2,300.00 $2,300.00 $2,000.00 -13% $2,000.00 $5,300.00 130% $5,300.00 $2,500.00 9% $2,500.00 28 REMOVE TRAFFIC SIGNAL PULLBOX EA 2 $1,150.00 $2,300.00 $750.00 -35% $1,500.00 $500.00 -57% $1,000.00 $800.00 -30% $1,600.00 29 ADJUST TRAFFIC SIGNAL PULLBOX EA 1 $575.00 $575.00 $5,500.00 857% $5,500.00 $1,100.00 91% $1,100.00 $6,000.00 943% $6,000.00 30 SIGNING AND STRIPING LS 1 $23,000.00 $23,000.00 $19,000.00 -17% $19,000.00 $25,000.00 9% $25,000.00 $21,000.00 -9% $21,000.00 31 BRIDGE WIDENING LS 1 $460,000.00 $460,000.00 $850,000.00 85% $850,000.00 $1,160,000.00 152% $1,160,000.00 $810,000.00 76% $810,000.00 36 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 209 SF 1300 $23.00 $29,900.00 $38.00 65% $49,400.00 $50.00 117% $65,000.00 $15.00 -35% $19,500.00 1,409,195.63$ 1,895,278.00 $ 3,259,845.00 $ 1,901,108.00 $ 2,871,909.38$ 3,976,404.00 $ 6,916,000.00 $ 3,829,243.00 $ 32 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD DRAWING CB 100 AND LOCAL DEPRESSION NO. 2 PER RCFD STD DRAWING N LD201, CASE C LS 1 $17,250.00 $17,250.00 $25,000.00 45% $25,000.00 $17,000.00 -1% $17,000.00 $26,000.00 51% $26,000.00 33 CONSTRUCT JUNCTION STUCTURE NO. 1 PER RCFCD STD. NO JS226 LS 1 $11,500.00 $11,500.00 $19,000.00 65% $19,000.00 $25,000.00 117% $25,000.00 $7,200.00 51% $7,200.00 34 CONSTRUCT MANHOLE PER RCFCD STD. NO. MH251 EA 1 $1,150.00 $1,150.00 $29,000.00 2422% $29,000.00 $8,000.00 596% $8,000.00 $16,000.00 51% $16,000.00 35 CONSTUCT 24” DIA REINFORCED CONCRETE PIPE AND JOIN TO NEW MANHOLE LF 28 $862.50 $24,150.00 $400.00 -54% $11,200.00 $500.00 -42% $14,000.00 $220.00 51% $6,160.00 54,050.00$ 84,200.00 $ 64,000.00 $ 55,360.00 $ 2,925,959.38$ 4,060,604.00 $ 6,980,000.00 $ 3,884,603.00 $ SUB-TOTAL ALTERNATE BID SCHEDULE NO. 1
TOTAL ALL BID ITEMS AND ALL ALTERNATIVES
UNIT COST UNIT COST %
COMP TOTAL
SUB-TOTAL BID SCHEDULE NO. 1
SUB-TOTAL BID SCHEDULE NO. 1 AND NO. 2
ALTERNATE BID SCHEDULE NO. 1
UNIT COST UNIT COST %
COMP TOTAL UNIT COST UNIT COST %
COMP TOTAL ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL