BID TABULATION
STORM DRAIN REPAIR AT 2372 E. LYNWOOD DR.
(Church Parking Lot) ( SD26-001)
3ID OPENING: 3:00 PM FEBRUARY 03, 202 PLANS AND SPECIFICATIONS NO. 13665 Iccount No. 248-160-5604-0000-867
NON-RESPONSIVE 2ND LOW BIDDER 3RD LOW 5TH LOW
Item Estimated Unit 4TH LOV
No. BID ITEM DESCRIPTION Quantity LOW BIDDER MENDOZA VOLTAIRE ENGINEERING, HL HITCHCOOK -4 CONSTRUCTION ROADWAY ENGINEERINC ENGINEERING. CO. INC. CONSTRUCTION INC AND CONSTRUCTION, INC
BASE BID SCHEDULE
Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total 1 MOBILIZATION 1 LS $2.300.00 $2,300.00 $2,100.00 $2,100.00 $6.750.00 S6.750.00 $9,500.00 59.500.00 $20.000.00 $20,000.00 & AFOXMATEL DO FE LONG EVE TO REMOVE FUL DEPTHAC PAVEMENT AND DAMAGED CMP PIPE $15.054.00 $15,054.00 $18.000.00 $18.000.00 $18.255.00 S18,255.00 $21,200.00 521.200.00 $22.100.00 $22.100.00 3 BEST MANAGEMENT PLAN (BMP) PER NDES COMPLANCE $1.650.00 $1,650.00 $500.00 $500.00 $4,500.00 $4,500.00 $3.400.00 $3.400.00 $6.500.00 $6.500.00 + BACKFILL SUBGRADE AND AROUND THE PIPE WITH CLASS II BASE COURSE/BEDDING CONGRUCT ENSH TICKLES MACT LE WITH ORATED LINS AND CONCRETE RING SAG TON $165.00 $11,550.00 $180.00 $12,600.00 $165.00 $11,550.00 $142.00 $9,940.00 $116.00 58.120.00 2 $5,100.00 $10.200.00 $5.500.00 $11.000.00 $8,590.00 $17,180.00 $8,200.00 $16.400.00 $8,200.00 $16.400.00 6 INSTALL NEW 1&-INCH HOPE PIPE APPROXIMATELY 400 FEET 400 $42.50 $11.000.00 $65.00 $26,000.00 $38.00 $15,200.00 $89.50 $35,800.00 $67.00 $26.800.00 7 CONSTRUCT UNIFORM 4 INCH THICK SURFACE, AC PAVEMENT 1,600 $8.50 $13,600.00 $9.00 $14,400.00 $8.00 $12,800.00 $3.50 $5,600.00 59.00 $14,400.00 8 PARKING LOT STALLS PAVEMENT STRIPING THERMOPLASTIC, TO MATCH EXISTING 1 S8.500.00 $3.500.00 $2,480.00 $2,480.00 $2,500.00 $2.500.00 $6.500.00 $6.500.00 S8.500.00 $3,500.00 TOTAL BASE BID SCHEDULE $73,834.00 $87,100.00 $92,735.00 $110,340.00 $118,120.00 ADDITIVE #1 Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total A1 LINING CURED-IN-PLACE (CIPP) THE REMAINING OF EXISTING PIPE 150 LF $238.87 $35.830.50 $150.00 $37,500.00 $219.00 $32,850.00 $189.00 S28.350.00 $200.00 $30,000.00 ADDITIVE #1 TOTAL
$35,830.50 $37,500.00 $32,850.00 $28.350.00 $30.000.00
ALTERNATE #1
A1 INSTALL NEW 18 INCH ROP PIPE APPROXIMATE 400 FEET
400 LF $69.50 $27,800.00 $85.00 $34,000.00 $65.00 $26,000.00 $104.50 $41,800.00 $95.00 $38,000.00 ALTERNATE #1 TOTAL
327,800.00 $34,000.00 $26.000.00 $41,800.00 $38.000.00
ALTERNATE #2
A2 INSTALL NEW 18 INCH SDR 26 PIPE APPROXIMATE 400 FEET 400 LF $81.00 $32.400.00 $90.00 $36,000.00 $62.00 $24,800.00 $90.00 $36,000.00 $99.00 $39,600.00 ALTERNATE #2 TOTAL $32,400.00 $36.000.00 $24,800.00 $36,000.00 $39.600.00 BASE BID + ADDITIVE #1 + ALTERNATE #1 Totals $137,464.50 $158,600.00 $151,585.00 $180,490.00 $186,120.00 BASE BID + ADDITIVE #1 + ALTERNATE #2 Totals $142,064.50 $160,600.00 $150,385.00 $174,690.00 $187,720.00 SHEET 1 of 5
BID TABULATION
STORM DRAIN REPAIR AT 2372 E. LYNWOOD DR.
(Church Parking Lot) ( SD26-001)
BID OPENING: 3:00 PM FEBRUARY 03, 2026 PLANS AND SPECIFICATIONS NO. 13665 Account No. 248-160-5504-0000-8672
6HT LOW 7TH LOW 9TH LOW
Stom Estimated CHLOW
BID ITEM DESCRIPTION Unit TRYCO GENERAIL NARROW PATH CALI STATE AVNG, INC. GENTRY GENERAL No. Quantity 1-RAE ENGINEERING, IN
ENGINEERING, INC. ENGINEERING, INC. ENGINEERING, INC.
BASE BID SCHEDULE
Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total 1 MOBILIZATION 1 LS $20,000.00 $20,000000 $14,400.00
$14,400.00 $8.000.00 $8.000.00 $22.050.00 S22.050.00 $20,000.00 $20,222.00 LEARING AND GRUBBING, INCLUDING SAWCUTTING 12* BEYOUND TRENCH EDGE IPPROXIMATELY 400 FEET LONG X 4 FEET WIDE TO REMOVE FULL DEPTH AC PAVEMEN AND DAMAGED CMP PIPE LS $10,000.00 $10.000.000 $27,750.00 $27,750.00 S15,000.00 $7,984.00 S7.984.00 320.000.00 - - $15.000.00 $20,000.00
3 BEST MANAGEMENT PLAN (BMP) PER NPDES COMPLIANCE LS
$2.500.00 $2,500.00 $3.000.00 $3.000.00 $10,000.00 $10.000.00 16.290.00 $16.290.00 $3.000.00 $3.000.00 4 BACKFILL SUBGRADE AND AROUND THE PIPE WITH CLASS II BASE COURSE/BEDDING, UNIFORM 6 TO 8 INCH THICK, COMPACT AT 95% 70 TON $35.00 $2450.00 $229.00 $16,030.00 $300.00 $21,000.00 $146.00 $10.220.00 $300.00 $21,000.00 CONSTRUCT NEW STRUCTURES MANHOLE WITH GRATED LIDS AND CONCRETE RING 560-C- 3250 EA $7.200.00 S14.400.00 $8856.00 S17.712.00 $23.000.00 $46.000.00 $9.860.00 $19.720.00 $5.000.00 $10.000.00
INSTALL NEW 18-INCH HDPE PIPE APPROXIMATELY 400 FEET LF $4B.400.00 $119.32 400 $121.00 S47,728.00 $90.00 $36.000.00 $203.00 $81.200.00 $190.00 $76,000.00 CONSTRUCT UNIFORM 4 INCH THICK SURFACE, AC PAVEMENT 1,600 sF 59.00 $14,400.00 $7.00 $11.200.00 $10.00 $16,000.00 $11.00 $17.600.00 $19.00 $30,400.00 PARKING LOT STALLS PAVEMENT STRIPING THERMOPLASTIC, TO MATCH EXISTING 1 LS 56.800.00 $5.000.00 $6.800.00 $5,000.00 $25,000.00 $25.000.00 $3.216.00 $3.216.00 $6.000.00 $6.000.00 TOTAL BASE BID SCHEDULE Totals $118,950.00 $142,820.00 $177,000.00 $178,280.00 $186,400.00 ADDITIVE #1 Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total A1 LINING CURED-IN-PLACE (CIPP) THE REMAINING OF EXISTING PIPE 150 LF $196.00 $27,900.00 $177.00 $26.550.00 $300.00 S45,000.00 $517.00 $77.550.00 374.00 56100.00 ADDITIVE #1 TOTAL
$27.900.00 $26,550.00 $45,000.00 $77,550.00 $56,100.00
ALTERNATE #1
A1 INSTALL NEW 18 INCH RCP PIPE APPROXIMATE 400 FEET LF 400 $164.00 $65,600.00 $126.00 $50.400.00 $100.00 $40.000.00 233.00 93200.00 257.00 $102,800.00 ALTERNATE #1 TOTAL
$65,600.00 $50.400.00 $40,000.00 $93,200.00 $102.800.00 ALTERNATE #2
A2 INSTALL NEW 18 INCH SDR 26 PIPE APPROXIMATE 400 FEET 400 LF $118.00 $47.200.00 $130.00 $52,000.00 $128.00 $51.200.00 173.00 69200.00 190.00 76000.00 ALTERNATE #2 TOTAL
$47,200.00 $52.000.00 $51,200.00 $69,200.00 $76.000.00
BASE BID + ADDITIVE #1 + ALTERNATE #1 Totals $212,450.00 $219,770.00 $262,000.00 $349,030.00 $345,300.00 BASE BID + ADDITIVE #1 + ALTERNATE #2 Totals $194,050.00 $221,370.00 $273,200.00 $325,030.00 $318,500.00 SHEET 2 of 5
BID TABULATION
STORM DRAIN REPAIR AT 2372 E. LYNWOOD DR.
(Church Parking Lot) (SD26-001)
BID OPENING: 3:00 PM FEBRUARY 03, 2026 PLANS AND SPECIFICATIONS NO. 13665 Account No. 248-160-5504-0000-8672
11TH LOW 12TH LOW 13TH LOW 14TH LOW
BID ITEM DESCRIPTION wanted unit PYRAMID BUILDING AND ESTATE DESIGN AND 15TH LOW
LEONIDA BUILDERS, INC ENGINEERING, INC GILES ENGINEERINC CONSTRUCTION ISSA ELECTRIC BASE BID SCHEDULE Total Unit Price Total Unit Price
Unit Price Total Unit Price Total Unit Price Total
1 MOBILIZATION LS $18.000.00 $18.000.00 $20,000.00 $20,000.00 $A2216.00 $42.216.00 $19,870.00 $19.870.00 $13.842.50 $13.842.50 $18.000.00 $18.000.00 $18.000.00 $18,000.00 $13,047.00 $13.047.00 S13,000.00 $13.000.00 $41,471.25 541.471.25 3 BEST MANAGEMENT PLAN (BMP) PER NDES COMPLANCE $6.000.00 $6.000.00 $3,500.00 $3,500.00 $2,895.00 $2,895.00 $8,650.00 $8,650.00 $5.655.00 $5.655.00 - BACKFILL SUBGRADE AND AROUND THE PIPE WITH CLAS II BASE COURSE/BEDDING, UNIFORM 6 TO 8 INCH THICK, COMPACT AT 95% 70 TON $180.00 $12.600.00 $251.00 $17,570.00 $156.86 $10.980.20 $144.00 S10.080.00 $467.05 $32,693.50 CONSTRUCT NEW STRUCTURES MANHOLE WITH GRATED LIDS AND CONCRETE RING 560-C- 5 2 $5,000.00 $10.000.00 $12,750.00 $25,500.00 $15,890.50 $31.781.00 $14.400.00 $28,800.00 S19226.25 $38.452.50 INSTALL NEW 18-INCH HDPE PIPE APPROXIMATELY 400 FEE 400 $250.00 $100,000.00 $192.00 $76,800.00 $177.73 $71.092.00 $250.00$100,000.00 $70.46 $28,184.00 CONSTRUCT UNIFORM 4 INCH THICK SURFACE, AC PAVEMEN 1,600 SF $11.90 $19,040.00 $14.70 $23,520.00 $12.45 $19.920.00 $1,600.00 $16.000.00 $21.17 $33,872.00 • PARKING LOT STALLS PAVEMENT STRIPING THERMOPLASTIC, TO MATCH EXISTING 1 LS $5,000.00 $5,000.00 $6.000.00 $6,000.00 $4,285.00 S4,285.00 $2,300.00 $2,300.00 55.013.75 $9.013.75 TOTAL BASE BID SCHEDULE $188,640.00 $190,870.00 $196,216.00 $198,700.00 $203,184.50 ADDITIVE #1 Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total A1 LINING CURED-IN-PLACE (CIPP) THE REMAINING OF EXISTING PIPE 150 LF $500.00 $75.000.00 $232.00 S34,800.00 $175.00 $26,250.00 $180.00 $27.000.00 $250.00 $37,500.00 ADDITIVE #1 TOTAL
$75,000.00 $34,800.00 $26,250.00 $27,000.00 $37,500.00
ALTERNATE #1
A1 INSTALL NEW 18 INCH RCP PIPE APPROXIMATE 400 FEET
400 LF $420.00 $168,000.00 $218.00 $87,200.00 $197.39 $78,959.00 $200.00 $80,000.00 $116.50 $46.600.00 ALTERNATE #1 TOTAL
$168.000.00 587,200.00 $78,959.00 $80,000.00 $46,600.00 ALTERNATE #2
A2 INSTALL NEW 18 INCH SDR 28 PIPE APPROXIMATE 400 FEET 400 LF $280.00 $112.000.00 S215.00 $86.000.00 $197.39 $78.959.00 $165.00 $66,000.00 $109.43 $43,772.00 ALTERNATE #2 TOTAL $112,000.00 $86,000.00 $78,959.00 $66.000.00 $43.772.00 BASE BID + ADDITIVE #1 + ALTERNATE #1 Totals $431,640.00 $312,870.00 $301,425.00 $305,700.00 $287,284.50 BASE BID + ADDITIVE #1 + ALTERNATE #2 Totals $375,640.00 $311,670.00 $301,425.00 $291,700.00 $284,456.50 SHEET 3 of 5
BID TABULATION
STORM DRAIN REPAIR AT 2372 E. LYNWOOD DR.
(Church Parking Lot) ( SD26-001)
BID OPENING: 3:00 PM FEBRUARY 03, 2020 PLANS AND SPECIFICATIONS NO. 13665 ccount No. 248-160-5504-0000-867:
16HTLOW 17TH LOW 185HLOV 19TH LOW 20TH LOW
12 BID ITEM DESCRIPTION wanted unit WRIGHT CONSTRUCTION RAMONA INC ENGINEERING CORP. VAN ENGINEERING IN TE ROBERTS, INC. HZS ENGINEERING INC BASE BID SCHEDULE Unit Price Total Unit Price
Unit Price Total Total Unit Price Total Unit Price Total 1 MOBILIZATION 1 LS $40,000.00 $40,000.00 $21,000.00 $21,000.00 $50,000.00 $50,000.00 $21.482.00 $21.482.00 $25,000.00 $25.000.00 = CLEARI ATE ADE ON FE DETO ROVE FUL DEPTH AG PAVEMENT
AND DAMAGED CMP PIPE LS $30,000.00 530,00.00 $40.000.00 $40.000.00 $15,000.00 $15.000.00 $57.987.00 $57,987.00 $50.000.00 $50.000.00 3 BEST MANAGEMENT PLAN (BMP) PER NPDES COMPLIANCE LS $2.500.00 $2.500.00 $15.000.00 $15,000.00 $4.500.00 $26.700.00 $4,500.00 18.088.00 $18.088.00 $26.700.00
• EAGER SO BACH AHICK, CONSATAT BE WITH CLASS I BASE COURSEDEDING, TON $55.00 $3.850.00 $150.00 $10,500.00 $100.00 $7.000.00 $788.00 $55.160.00 $240.00 S16,800.00 5 CONSTRUCT NEW STRUCTURES MANHOLE WITH GRATED LIOS AND CONCRETE RING 560-C- 536.000.00 2 EA $18,000.00 $10,000.00 $20,000.00 $15,000.00 $30,000.00 S38,504.00 $77.008.00 $53.000.00 $106.000.00 & INSTALL NEW 18INCH HOPE PIPE APPROXIMATELY 400 FEET 400 5300.00 S255.00 $102.000.00 $120,000.00 $350.00 $140,000.00 $125.00 $50.000.00 $210.00 $84.000.00 • CONSTRUCT UMFORM A INCH THICK SURFACE, AG PAVEMENT 1,600 $12.800.00 $10.00 $16,000.00 $6.00 $13.00 $12.00 $19.200.00 $8.00 $9.600.00 $20,800.00
& PARKING LOT STALLS PAVEMENT STRIPING THERMOPLASTIC, TO MATCH EXISTING LS $5.000.00 $5.000.00 $5.000.00 $5,000.00 $3.500.00 $3.500.00 $5.027.00 $5.027.00 $18.000.00 $18.000.00 TOTAL BASE BID SCHEDULE Totals $232,150.00 $247,500.00 $259,600.00 $305,552.00 $345,700.00 ADDITIVE #1
Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total A1 LINING CURED-IN-PLACE (CIPP) THE REMAINING OF EXISTING PIPE LF 150 $200.00 $30.000.00 $250.00 $37.500.00 $190.00 $28,500.00 $401.00 60150.00 $290.00 $43.500.00 ADDITIVE #1 TOTAL
$30,000.00 $37,500.00 $28,500.00 $60.150.00 $43.500.00
ALTERNATE #1
At INSTALL NEW 18 INCH RCP PIPE APPROXIMATE 400 FEET
400 LF $280.00 $112.000.00 $350.00 S110.000.00 $400.00 $160.000.00 $151.00 $60.400.00 $225.00 $90.000.00 ALTERNATE #11 TOTAL
$112.000.00 $140.000.00 $160,000.00 $60,400.00 590.000.00 ALTERNATE #2
A2 INSTALL NEW 18 INCH SDR 26 PIPE APPROXIMATE 400 FEET LF 400 $285.00 $114.000.00 $325.00 $130,000.00 $200.00 $80.000.00 119.00 47600.00 $206.00 $82,400.00 ALTERNATE #2 TOTAL
$114,000.00 $130.000.00 $80.000.00 $47,600.00 $82,400.00 BASE BID + ADDITIVE #1 + ALTERNATE #1 Totals $374,150.00 $425,000.00 $448,100.00 $426,102.00 $479,200.00 BASE BID + ADDITIVE #1 + ALTERNATE #2 Totals $376,150.00 $415,000.00 $368,100.00 $413,302.00 $471,600.00 SHEET 4 of 5
BID TABULATION
STORM DRAIN REPAIR AT 2372 E. LYNWOOD DR.
(Church Parking Lot) ( SD26-001)
BID OPENING: 3:00 PM FEBRUARY 03, 2026 PLANS AND SPECIFICATIONS NO. 13665 Account No. 248-160-5504-0000-8672
21ST LOW 22ND LOW 23RD LOW
Item
No. BID ITEM DESCRIPTION CEM CONSTRUCTION CT&T CONCRETE PAVING, US BUILDERS & CORPORATION INC. CONSULTANTS, INC.
BASE BID SCHEDULE Unit Price Total Unit Price Total Unit Price Total MOBILIZATION 1 LS $20,000.00 $20,000.00 $150,000.00 $150,000.00 $80,700.00 $80,700.00 CLEARING AND GRUBBING, INCLUDING SAWCUTTING 12" BEYOUND TRENCH EDGE 2 APPROXIMATELY 400 FEET LONG X 4 FEET WIDE TO REMOVE FULL DEPTH AC PAVEMENT AND DAMAGED CMP PIPE LS $55,000.00 $55,000.00 $124.000.00 $124,000.00 $33,450.00 $33,450.00 BEST MANAGEMENT PLAN (BMP) PER NDES COMPLIANCE LS $7,500.00 $7,500.00 $19.000.00 $19,000.00 $22,250.00 $22,250.00 4 BACKFILL SUBGRADE AND AROUND THE PIPE WITH CLASS II BASE COURSE/BEDDING, UNIFORM 6 TO 8 INCH THICK, COMPACT AT 95% TON $175.00 $12,250.00 $340.00 $23,800.00 $1,745.00 $122,150.00 CONSTRUCT NEW STRUCTURES MANHOLE WITH GRATED LIDS AND CONCRETE RING 560-C- 2 EA $24,500.00 $49,000.00 $20,000.00 $40,000.00 $27,590.00 $55,180.00 6 INSTALL NEW 18-INCH HDPE PIPE APPROXIMATELY 400 FEET 400 LF $550.00 $220,000.00 $29,600.00 $81.00 $32,400.00 $74.00
7 CONSTRUCT UNIFORM 4 INCH THICK SURFACE, AC PAVEMENT 1,600 SF $25.00 $40,000.00 $73,600.00 $17.00 $27,200.00 $46.00
8 PARKING LOT STALLS PAVEMENT STRIPING THERMOPLASTIC, TO MATCH EXISTING 1 LS $15,000.00 $28,470.00 $28,470.00 $15,000.00 $6,500.00 $6,500.00
TOTAL BASE BID SCHEDULE $418,750.00 $422,900.00 $445,400.00 ADDITIVE #1 Unit Price Total Unit Price Total Unit Price Total A1 LINING CURED-IN-PLACE (CIPP) THE REMAINING OF EXISTING PIPE 150 LF $750.00 $112,500.00 $560.00 $84,000.00 $354.00 $53,100.00 ADDITIVE #1 TOTAL $112,500.00 $84,000.00 $53,100.00
ALTERNATE #1
A1 INSTALL NEW 18 INCH RCP PIPE APPROXIMATE 400 FEET 400 LF $170.00 $56,800.00 $675.00 $270,000.00 $68,000.00 $142.00
ALTERNATE #1 TOTAL $270,000.00 $68,000.00 $56,800.00
ALTERNATE #2
A2 INSTALL NEW 18 INCH SDR 26 PIPE APPROXIMATE 400 FEET 400 LF $600.00 $240,000.00 $120.00 $48,000.00 $215.00 $8,600.00 ALTERNATE #2 TOTAL $240,000.00 $48,000.00 $8,600.00
BASE BID + ADDITIVE #1 + ALTERNATE #1 Totals $801,250.00 $574,900.00 $555,300.00 BASE BID + ADDITIVE #1 + ALTERNATE #2 Totals $771,250.00 $554,900.00 $584,500.00 SHEET 5 of 5