Quantity Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 MOBILIZATION 1.00 LS 40,000.00$ 40,000.00$ 57,420.00$ 57,420.00$ 51,471.00$ 51,471.00$ 80,000.00$ 80,000.00$ 68,000.00$ 68,000.00$ 30,000.00$ 30,000.00$ 2 TRAFFIC CONTROL 1.00 LS 30,000.00$ 30,000.00$ 35,400.00$ 35,400.00$ 83,525.00$ 83,525.00$ 20,000.00$ 20,000.00$ 15,000.00$ 15,000.00$ 10,000.00$ 10,000.00$ 3 CLEARING, GRUBBING AND BMPS 1.00 LS 10,000.00$ 10,000.00$ 21,469.50$ 21,469.50$ 8,715.00$ 8,715.00$ 35,000.00$ 35,000.00$ 15,000.00$ 15,000.00$ 20,000.00$ 20,000.00$ 4 INSTALL 18' RCP (D=LOAD=2,000) 1180.00 LF 152.50$ 179,950.00$ 156.00$ 184,080.00$ 191.00$ 225,380.00$ 210.00$ 247,800.00$ 323.00$ 381,140.00$ 295.00$ 348,100.00$ 5 CONSTRUCT CURB INLET CATCH BASIN No.1 per CITY OF SAN BERNARDINO STD DWG NO. 403 1.00 EA 6,000.00$ 6,000.00$ 9,360.00$ 9,360.00$ 9,071.00$ 9,071.00$ 14,600.00$ 14,600.00$ 7,000.00$ 7,000.00$ 11,000.00$ 11,000.00$ 6 CONSTRUCT CURB INLET CATCH BASIN No.1 per CITY OF SAN BERNARDINO STD DWG NO. 404 1.00 EA 6,000.00$ 6,000.00$ 10,200.00$ 10,200.00$ 9,071.00$ 9,071.00$ 14,800.00$ 14,800.00$ 7,000.00$ 7,000.00$ 15,000.00$ 15,000.00$ 7 CONSTRUCT LOCAL DEPRESSION per CITY OF SAN BERNARDINO STD DWG NO. 407 2.00 EA 3,000.00$ 6,000.00$ 3,480.00$ 6,960.00$ 2,568.00$ 5,136.00$ 5,860.00$ 11,720.00$ 2,600.00$ 5,200.00$ 4,000.00$ 8,000.00$ 8 CONSTRUCT CONNECTION TO CATCH BASIN per CITY OF SAN BERNARDINO STD DWG NO. 416 1.00 EA 3,000.00$ 3,000.00$ 4,920.00$ 4,920.00$ 9,387.00$ 9,387.00$ 500.00$ 500.00$ 500.00$ 500.00$ 6,500.00$ 6,500.00$ 9 INSTALL 24" X 24" CONCRETE DROP INLET PER BROOKS BOX 1.00 EA 2,000.00$ 2,000.00$ 7,080.00$ 7,080.00$ 3,399.00$ 3,399.00$ 8,500.00$ 8,500.00$ 5,000.00$ 5,000.00$ 10,000.00$ 10,000.00$ 10 INSTALL CHAIN LINK FENCE PER CALTRANS STD NO. A85 20.00 LF 200.00$ 4,000.00$ 132.00$ 2,640.00$ 217.00$ 4,340.00$ 150.00$ 3,000.00$ 115.00$ 2,300.00$ 200.00$ 4,000.00$ 11 CONSTRUCT WING-TYPE HEADWALL PER COUNTY OF SAN BERNANARDINO STD. NO. 209 1.00 EA 13,000.00$ 13,000.00$ 10,260.00$ 10,260.00$ 17,463.00$ 17,463.00$ 8,700.00$ 8,700.00$ 18,000.00$ 18,000.00$ 17,000.00$ 17,000.00$ 12 INSTALL GROUTED STONE OUTLET PAD PER S.B. FLOOD CONTROL DISTRICT STD PLAT S.P. PLAT 195-A 35.00 SF 40.00$ 1,400.00$ 90.00$ 3,150.00$ 311.00$ 10,885.00$ 120.00$ 4,200.00$ 100.00$ 3,500.00$ 230.00$ 8,050.00$ 13 CONSTRUCT MANHOLE NO. 2 per CITY OF S.B. STD NO.415AND STD 304 FOR MANHOLE COVER 4.00 EA 8,000.00$ 32,000.00$ 10,560.00$ 42,240.00$ 13,563.00$ 54,252.00$ 11450.00 45,800.00$ 7,500.00$ 30,000.00$ 12,000.00$ 48,000.00$ 14 REMOVE EXISTING ASPLALT PAVEMENT SECTION 6250.00 SF 3.00$ 18,750.00$ 5.64$ 35,250.00$ 2.00$ 12,500.00$ 3.00$ 18,750.00$ 3.50$ 21,875.00$ 3.00$ 18,750.00$ 15 INSTALL MINIMUM PAVEMENT REPAIR per CITY OF S.B. STD DWG NO. 310 TREACH SPECIFICATIONS 6250.00 SF 7.00$ 43,750.00$ 11.88$ 74,250.00$ 8.00$ 50,000.00$ 9.00$ 56,250.00$ 8.00$ 50,000.00$ 7.00$ 43,750.00$ 16 REMOVE AND REPLACE EXISITING CONCRETE OVER 95% COMPACTION TO MATCH EXISTING(6" THICK MIN) 30.00 CY 300.00$ 9,000.00$ 720.00$ 21,600.00$ 545.00$ 16,350.00$ 1,000.00$ 30,000.00$ 1,000.00$ 30,000.00$ 2,000.00$ 60,000.00$ 17 REMOVE AND REPLACE EXISITING GROUTED RIP-RAP OVER 95% COMPACTION TO MATCH EXISTING 260.00 SF 100.00$ 26,000.00$ 13.20$ 3,432.00$ 71.00$ 18,460.00$ 22.00$ 5,720.00$ 40.00$ 10,400.00$ 50.00$ 13,000.00$ 18 REMOVE EXISITING CURB AND REPLACE WITH 6" CURB PER CITY STD DWG NO. 200 TO MATCH EXISITING 40.00 LF 100.00$ 4,000.00$ 99.00$ 3,960.00$ 357.00$ 14,280.00$ 161.00$ 6,440.00$ 42.00$ 1,680.00$ 100.00$ 4,000.00$ 19 REMOVE EXIST.SIDEWALK AND REPLACE WITH 0.3' PCC SIDWALK PER CITY STD DWG NO. 202 TO EXIST. 250.00 SF 14.00$ 3,500.00$ 19.80$ 4,950.00$ 32.00$ 8,000.00$ 30.00$ 7,500.00$ 25.00$ 6,250.00$ 25.00$ 6,250.00$ 20 REMOVE EXISTING CONCRETE AND REPLACE WITH 8" CONCRETE CROSS 1.50 CY 1,000.00$ 1,500.00$ 495.00$ 742.50$ 2,431.00$ 3,646.50$ 3,600.00$ 5,400.00$ 1,800.00$ 2,700.00$ 2,000.00$ 3,000.00$ 21 INSTALL 24" RCP (D-LOAD+2,000) 85.00 LF 300.00$ 25,500.00$ 237.60$ 20,196.00$ 231.00$ 19,635.00$ 344.00$ 29,240.00$ 340.00$ 28,900.00$ 355.00$ 30,175.00$ 22 23
24 25
26 27
28 29
30 31
32 Apparent Low
Bidder 1
Apparent Low
Bidder 2
Apparent Low
Bidder 3
Apparent Low
Bidder 4
Apparent Low
Bidder 5
Apparent Low
Bidder 6
$465,350.00 $559,560.00 $634,966.50 $653,920.00 $709,445.00 $714,575.00 $465,350.00 $559,560.00 $634,966.50 $653,920.00 $709,445.00 $714,575.00 A1. UTILITY STANDBY TIME (PER THE CITY) 1.00 MONTH 30,000.00$ 30,000.00$ 14,640.00$ 14,640.00$ -$ -$ 50,400.00$ 50,400.00$ 17,020.00$ 17,020.00$ 15,000.00$ 15,000.00$ 30,000.00$ 14,640.00$ -$ 50,400.00$ 17,020.00$ 15,000.00$ $495,350.00 $574,200.00 634,966.50$ $704,320.00 726,465.00$ 729,575.00$ TOTAL TOTAL $0.00 TOTAL $0.00 TOTAL $0.00 TOTAL $0.00 TOTAL
1. BID TABULATION
PROJECT NAME: W. HILL DR STORM DRAIN IMPROVEMENTS
PROJECT NO: 13649
BID TABULATION
Apparent Low Bidder 1 Apparent Low Bidder 2
LEONIDA BUILDERS, INC. ESTATE DESIGN AND
CONSTRUCTION, INC. VOLTAIRE ENGINEERING, INC. WRIGHT CONSTRUCTION
ENGINEERING
DOMINGUEZ GENERAL
ENGINEERING
Apparent Low Bidder 3
BOUDREAU PIPELINE
CONSTRUCTION
BID ITEM & DESCRIPTION
BID RANKING
ADDITIVE
Apparent Low Bidder 4 Apparent Low Bidder 5 Apparent Low Bidder 6
TOTAL BID AMOUNT CALCULATED BASED ON UNIT PRICES
TOTAL BID AMOUNT INDICATED BY BIDDER
CALCULATION CORRECTIONS TO BID AMOUNT SUBMITTED BY CONTRACTOR BASED ON CALCULATED BID AMOUNT
SUBCONTRACTORS
SUBCONTRACTOR % AND AMOUNT SHOWN IN THE BID
DID THE BIDDER MEET MAX 49% SUB CONTRACTOR (MIN 51% WORK BY PRIME CONTRACTOR) REQUIREMENT
ADDITIVE TOTAL
BASE BID + ADDITIVE TOTAL
IS THE BIDDER QUALIFIED BASED ON REFERENCE PROJECTS
C:\Users\Alvarado_VA\Downloads\Attachment 2 - Bid Tabulation (1)BID TABULATION 1 of 1