Quantity Unit Unit Price Total Price Unit Price Total Price 1 4" THICK AGGREGATE BASE CY 28 580.00$ 16,240.00$ 835.00$ 23,380.00$ 2 4" THICK ASPHALT PAVEMENT TON 57 490.00$ 27,930.00$ 405.00$ 23,085.00$ 3 6' HIGH CHAIN LINK FENCE L.F. 4 1,700.00$ 6,800.00$ 2,000.00$ 8,000.00$ 4 4' WIDE CHAIN LINK GATE EA. 1 6,250.00$ 6,250.00$ 6,000.00$ 6,000.00$ 5 REINFORCED CONCRETE DROP MAINTENANCE HOLE E.A. 1 15,000.00$ 15,000.00$ 40,000.00$ 40,000.00$ 6 8" VCP SEWER LINE L.F. 13 850.00$ 11,050.00$ 2,000.00$ 26,000.00$ 7 14" STEEL PIPE ENCASEMENT AS REQUIRED BY THE SBMWD L.F. 5 1,760.00$ 8,800.00$ 3,000.00$ 15,000.00$ 8 12" CONCRETE ENCASEMENT AS REQUIRED BY THE SBMWD LF 2 1,600.00$ 3,200.00$ 1,000.00$ 2,000.00$ 9 MINOR CONCRETE SIDEWALK CY 7 1,350.00$ 9,450.00$ 1,200.00$ 8,400.00$ 10 ROLLED CURB (AC EDGE CONDITION) CY 3 2,425.00$ 7,275.00$ 1,300.00$ 3,900.00$ 11 MINOR CONCRETE (CURB AND GUTTER) CY 6 1,850.00$ 11,100.00$ 2,000.00$ 12,000.00$ 12 REINFORCED CONCRETE RETAINING WALL S.F. 234 182.50$ 42,705.00$ 215.00$ 50,310.00$ 13 8" C151 CML D.I.P. CLASS 350 L.F. 121 838.00$ 101,398.00$ 505.00$ 61,105.00$ 14 8" C151 CML D.I.P.CLASS 350 ENCASED IN 16 IN PIPE PER SBMWD DETAIL W 6.17 L.F. 60 887.00$ 53,220.00$ 755.00$ 45,300.00$ 15 45 DEGREE D.I. ELL M.J. EA. 6 1,720.00$ 10,320.00$ 1,225.00$ 7,350.00$ 16 8" FORCE-BALANCED FLEXIBLE EXPANSION JOINT EA. 2 3,772.00$ 7,544.00$ 15,000.00$ 30,000.00$ 17 TEMPORARY CHLORINATION AND FLUSHING PORT EA. 2 9,690.00$ 19,380.00$ 6,000.00$ 12,000.00$ 18 2" AIR RELEASE /VACUUM VALVE EA. 1 3,985.00$ 3,985.00$ 13,000.00$ 13,000.00$ 19 ROADSIDE SIGN - ONE POST EA. 2 1,335.00$ 2,670.00$ 1,200.00$ 2,400.00$ 20 ROADWAY EXCAVATION CY 0.5 800.00$ 400.00$ 8,000.00$ 4,000.00$ 21 LOCAL BORROW CY 74 138.00$ 10,212.00$ 800.00$ 59,200.00$ 22 REMOVE ASPHALT PAVEMENT S.F. 2,549 6.00$ 15,294.00$ 3.00$ 7,647.00$ 23 REMOVE METAL FENCE L.F. 10 75.00$ 750.00$ 145.00$ 1,450.00$ 24 REMOVE 8" SANITARY SEWER L.F. 11 295.00$ 3,245.00$ 175.00$ 1,925.00$ 25 REMOVE CHAIN LINK FENCE L.F. 21 50.00$ 1,050.00$ 145.00$ 3,045.00$ 26 REMOVE SEWER MANHOLE EA 1 5,000.00$ 5,000.00$ 6,700.00$ 6,700.00$ 27 REMOVE 8" D.I.P WATER LINE L.F. 81 105.00$ 8,505.00$ 115.00$ 9,315.00$ 28 ASPHALT CONCRETE DIKE L.F. 35 165.00$ 5,775.00$ 150.00$ 5,250.00$ 29 CLEAR AND GRUB LANDSCAPING S.F. 1,437 4.00$ 5,748.00$ 15.00$ 21,555.00$ 30 TEMPORARY TRAFFIC CONTROL LS 1 13,600.00$ 13,600.00$ 40,000.00$ 40,000.00$ 31 EROSION CONTROL LS 1 35,320.00$ 35,320.00$ 35,000.00$ 35,000.00$ 32 STRUCTURE EXCAVATION (BRIDGE) CY 846 540.00$ 456,840.00$ 650.00$ 549,900.00$ 33 STRUCTURE BACKFILL (BRIDGE) CY 204 199.25$ 40,647.00$ 750.00$ 153,000.00$ 34 LIGHTWEIGHT FILL (EXPANDED POLYSTYRENE BLOCK) CY 415 275.00$ 114,125.00$ 540.00$ 224,100.00$ 35 GASOLINE RESISTANT GEOMEMBRANE SY 152 88.00$ 13,376.00$ 55.00$ 8,360.00$ 36 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 172 837.00$ 143,964.00$ 1,200.00$ 206,400.00$ 37 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 124 2,520.00$ 312,480.00$ 3,620.00$ 448,880.00$ 38 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ) CY 25 1,620.00$ 40,500.00$ 2,500.00$ 62,500.00$ 39 FURNISH PRECAST PRESTRESSED CONCRETE SLAB (TYPE SIII) SF 1280 143.50$ 183,680.00$ 110.00$ 140,800.00$ 40 ERECT PRECAST PRESTRESSED CONCRETE DECK UNIT EA 8 3,200.00$ 25,600.00$ 8,200.00$ 65,600.00$ 41 JOINT SEAL (TYPE A MR) LF 70 97.00$ 6,790.00$ 200.00$ 14,000.00$ 42 BAR REINFORCING STEEL (BRIDGE) LB 23400 2.72$ 63,648.00$ 3.00$ 70,200.00$ 43 FURNISH POLYESTER CONCRETE OVERLAY CF 120 143.75$ 17,250.00$ 275.00$ 33,000.00$ 44 PLACE POLYESTER CONCRETE OVERLAY SF 960 142.50$ 136,800.00$ 35.00$ 33,600.00$ 45 BRIDGE REMOVAL LS 1 59,000.00$ 59,000.00$ 80,000.00$ 80,000.00$ 46 MISCELLANEOUS METAL (TIE ROD) LB 1300 11.50$ 14,950.00$ 5.00$ 6,500.00$ 47 CHAIN LINK RAILING TYPE 7 LF 200 332.00$ 66,400.00$ 265.00$ 53,000.00$ 48 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 60 925.00$ 55,500.00$ 700.00$ 42,000.00$ 49 CONCRETE BARRIER (TYPE 836) LF 60 807.00$ 48,420.00$ 700.00$ 42,000.00$ 50 PRESTRESSING (TRANSVERSE TIE ROD) LS 1 21,200.00$ 21,200.00$ 30,000.00$ 30,000.00$ 51 MOBILIZATION LS 1 149,600.00$ 149,600.00$ 590,000.00$ 590,000.00$ 2,439,986.00$ 3,438,157.00$
BID TABULATION
BID SCHEDULE 1
Total BASE BID (BID ITEMS # 1-51)
1. BID TABULATION
PROJECT NAME: CROSS STREET BRIDGE REPLACEMENT AND FAIRFAX ELEMENTARY SCHOOL PLAYGROUND RESTORATION PROJECT NO: SS 23-020 RFQ F-24-4003
Bid Item and Description
Jilk Heavy Construction Inc.
Brea, CA
Riverside Construction Company
Inc.
Riverside, CA
S:\ENGINEERING\RFCA's\2024 All\7.3.24\Cross Street Bridge\Cross Street Bridge. BID ANALYSISBID TABULATION 1 of 2 Quantity Unit Unit Price Total Price Unit Price Total Price
BID TABULATION
1. BID TABULATION
PROJECT NAME: CROSS STREET BRIDGE REPLACEMENT AND FAIRFAX ELEMENTARY SCHOOL PLAYGROUND RESTORATION PROJECT NO: SS 23-020 RFQ F-24-4003
Bid Item and Description
Jilk Heavy Construction Inc.
Brea, CA
Riverside Construction Company
Inc.
Riverside, CA
1 Mobilization LS 1 8,500.00$ 8,500.00$ 15,000.00$ 15,000.00$ 2 Traffic Control LS 1 17,000.00$ 17,000.00$ 8,000.00$ 8,000.00$ 3 Stormwater pollution prevention and NPDES compliance LS 1 15,200.00$ 15,200.00$ 2,500.00$ 2,500.00$ 4 Remove and dispose of 3”/4” base Temp Asphalt Concrete section without damaging the AC below the Temp AC. SF 9856 7.25$ 71,456.00$ 4.50$ 44,352.00$ 5 Remove, Salvage and Re-install Chain-link single gate and install second gate to be provided by the SBCUSD and per plans LS 2 4,165.00$ 8,330.00$ 7,500.00$ 15,000.00$ 6 Hydroseed per limits provided and protect existing irrigation. SF 58714 0.25$ 14,678.50$ 0.25$ 14,678.50$ 7 Remove existing temporary K-Rail, fence, and TS- 11 Barrels. Contractor to call Onix to pick up and pay for additional 6 months of rental need to check with Onyx LS 1 30,700.00$ 30,700.00$ 60,000.00$ 60,000.00$ 8 Remove and Salvage solar Street Lights re- install per exhibit or per engineers’ direction. EA 3 2,475.00$ 7,425.00$ 20,000.00$ 60,000.00$ 9 Install 6-foot chain-link fence per details provided. LF 20 464.00$ 9,280.00$ 250.00$ 5,000.00$ 10 Install 6-FT, 20 wide Drive Gates details provided. One gate will be provided by the SBCUSD EA 2 12,600.00$ 25,200.00$ 6,500.00$ 13,000.00$ 11 Install 6-foot masonry wall with mortar cap per detail included. Match existing block, foundation, and color. LF 32 1,015.00$ 32,480.00$ 650.00$ 20,800.00$ 12 Install blue dot at FH SBMWD std. W6.3 (17th street) EA 1 115.00$ 115.00$ 100.00$ 100.00$ 13 Apply Seal Coat to existing AC per limits on the plans. SF 60,540 0.55$ 33,297.00$ 0.35$ 21,189.00$ 14 Relocate Existing fence per details provide and per plan LF 67 310.00$ 20,770.00$ 400.00$ 26,800.00$ 15 Re-stripe playground in kind LF 2000 6.50$ 13,000.00$ 8.00$ 16,000.00$ 307,431.50$ 322,419.50$
Jilk Heavy
Construction Inc.
Riverside Construction
Company Inc.
$2,747,417.50 $3,760,576.50
$2,747,417.50 $3,760,576.50
$0.00 $0.00
A1.1 MOBILIZATION LS 1 9,000.00$ 9,000.00$ 15,000.00$ 15,000.00$ A1.2 Traffic Control LS 1 9,500.00$ 9,500.00$ 5,000.00$ 5,000.00$ A1.3 COLD MILL 1.5” AND CONSTRUCT 1.5” AC OVERLAY UNIFORM DEPTH EXISTING AC – FULL STREET WIDTH on Cross street SF 8000 6.35$ 50,800.00$ 6.00$ 48,000.00$ A1.4 Construct concrete gutter. remove existing AC as needed and construct cross gutter. SF 72 284.00$ 20,448.00$ 100.00$ 7,200.00$ 89,748.00$ 75,200.00$
A2.1 Mobilization LS 1 9,000.00$ 9,000.00$ 15,000.00$ 15,000.00$ A2.2 Traffic Control LS 1 9,500.00$ 9,500.00$ 5,000.00$ 5,000.00$ A2.3 COLD MILL 1.5” AND CONSTRUCT 1.5” AC OVERLAY UNIFORM DEPTH EXISTING AC – FULL STREET WIDTH on N Fairfax Dr. SF 15624 5.75$ 89,838.00$ 6.00$ 93,744.00$ 108,338.00$ 113,744.00$
$198,086.00 $188,944.00
$2,945,503.50 $3,949,520.50
BID RANKING
TOTAL BID AMOUNT INDICATED BY BIDDER
BID SCHEDULE 2
Total BASE BID (BID ITEMS # 1-15)
TOTAL ADDITIVE ALTERNATE #1
CALCULATION CORRECTIONS TO BID AMOUNT SUBMITTED BY CONTRACTOR BASED ON CALCULATED BID AMOUNT ADDITIVE ALTERNATE #1 & #2 TOTAL
BASE BID + ADDITIVE ALTERNATVE #1 & #2 TOTAL
TOTAL ADDITIVE ALTERNATE #2
ADDITIVE ALTERNATE #2
ADDITIVE ALTERNATE #1
TOTAL BID AMOUNT CALCULATED BASED ON UNIT PRICES
S:\ENGINEERING\RFCA's\2024 All\7.3.24\Cross Street Bridge\Cross Street Bridge. BID ANALYSISBID TABULATION 2 of 2