VSL - Phase 1B Stages 4 and 5 Liner Construction Project Bid Results and Tabulation.pdf
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- Solicitation number
- PWG126-SOLID-6322
- Issued by
- San Bernardino County, California
About this file
This document is a bid tabulation and results summary for the San Bernardino County Department of Public Works, Solid Waste Management Division for the Phase 1B Stages 4 and 5 Liner Construction Project at the Victorville Sanitary Landfill. The project encompasses comprehensive composite liner system construction across approximately 29 acres, including clearing and grubbing, unclassified excavation and fill operations, rock blasting, leachate collection and removal system (LCRS) installation, high-density polyethylene (HDPE) geomembrane placement, geosynthetic clay liner installation, protective soil cover placement, landfill gas probe modifications, and perimeter access road construction. The bid structure includes 70 line items with a combination of unit prices and lump sum pricing. A mandatory pre-bid meeting and job walk were held on March 17, 2026, with sealed bids due by 10:00 a.m. on April 2, 2026. The contract includes two critical milestones with Sequence 1 (North Stage 4 area, approximately 16 acres) required within 160 working days and Sequence 2 (South Stage 4 area, approximately 13 acres) within 230 working days from the Notice to Proceed, with liquidated damages of $6,000 per working day for missed deadlines.
Three bids were received and tabulated on April 2, 2026. Sukut Construction, LLC submitted the lowest bid of $27,125,875.00, ranking first overall. James McMinn Inc. submitted the second-lowest bid of $29,772,260.00, exceeding the low bid by $2,646,385.00. Bid security of 10 percent of the total bid amount is required, with performance and payment bonds each equal to 100 percent of the contract price required prior to contract execution. The contractor must furnish comprehensive general liability insurance with a minimum of $1,000,000 and maintain prevailing wage compliance under California Labor Code sections 1770 et seq., with registered apprentice employment requirements at a minimum ratio of one apprentice hour for every five journeyman hours. The successful bidder will utilize identified subcontractors including AJC Drilling & Blasting for blasting operations, D&E Construction, Inc. for asphalt paving, Malcolm Drilling Co., Inc. for drilling, Hardy & Harper, Inc. for liner work, Pacific Restoration Group, Inc. for erosion control, and the San Bernardino County Department of Public Works for additional support services.
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Text version
BID $ BID RANK
1 27,125,875.00$ 1 low bid 2 29,772,260.00$ 2 2,646,385.00$ > low bid
City Work Item Alpine, CA Visalia, CA San Fransisco, CA Lake Forest, CA Lake Elsinore, CA
BIDDER'S NAME
Sukut Construction, LLC James McMinn Inc.
SAN BERNARDINO COUNTY
DEPARTMENT OF PUBLIC WORKS, SOLID WASTE MANAGEMENT DIVISION
BID OPENING
Phase 1B Stages 4 and 5 Liner Construction Project at the Victorville Sanitary Landfill
April 2, 2026 10:00:59am
COMMENTS
Asphalt Paving
AJC Drilling & Blasting Sub Contractors for Lowest Bidder
D&E Cosntruction, Inc.
Malcolm Drilling Co., Inc.
Hardy & Harper, Inc.
Blasting Liner Drilling
Pacific Restoration Group, Inc. Erosion Constrol
San Bernardino County Department of Public Works, Solid Waste Management Division
Phase 1B Stages 4 and 5 Liner Construction Project Victorville Sanitary Landfill
Low-3 Bidders
Item No. Description EST. QTY Unit BID QTY UNIT PRICE TOTAL BID QTY UNIT PRICE TOTAL
1 Mobilization / Demobilization 1.0 LS 1 $ 2,700,000.00 $2,700,000 1 $ 500,000.00 $500,000 2 Construction Support Tasks 1.0 LS 1 $ 435,000.00 $435,000 1 $ 320,000.00 $320,000 3 Stormwater Compliance Tasks 1.0 LS 1 $ 85,000.00 $85,000 1 $ 100,000.00 $100,000 4 Construction Survey 1.0 LS 1 $ 230,000.00 $230,000 1 $ 100,000.00 $100,000 5 Waste Removal and Relocation 75,000 DLR 75000 $ 1.00 $75,000 75000 $ 1.00 $75,000 6 Geoelectric Leak Location Survey 1.0 LS 1 $ 105,000.00 $105,000 1 $ 85,000.00 $85,000 7 Clearing, Grubbing, and Demolition (29 acres) 1.0 LS 1 $ 65,000.00 $65,000 1 $ 75,000.00 $75,000 8 Miscellaneous Site Work 1.0 LS 1 $ 25,000.00 $25,000 1 $ 300,000.00 $300,000 9 Unclassified Excavation/Transport to Stockpile 1 - Liner Cell Area 787,500 CY 787500 $ 8.00 $6,300,000 787500 $ 8.00 $6,300,000
10 Unclassified Excavation/Transport to Stockpile 2 - Liner Cell Area 335,000 CY 335000 $ 6.00 $2,010,000 335000 $ 5.00 $1,675,000 11 Unclassified Excavation/Transport to Stockpile 2 - Entrance Road Area 2,000 CY 2000 $ 7.60 $15,200 2000 $ 8.00 $16,000 12 Blasting 675,000 CY 675000 $ 1.00 $675,000 675000 $ 3.00 $2,025,000 13 Unclassified Excavation to Fill - Liner Cell Area 105,000 CY 105000 $ 4.50 $472,500 105000 $ 5.00 $525,000 14 Screening 82,000 CY 82000 $ 11.90 $975,800 82000 $ 35.00 $2,870,000 15 Daily Cover to Active Landfill Area 70,000 CY 70000 $ 6.45 $451,500 70000 $ 8.00 $560,000 16 Compacted/Screened 1-inch Minus Material on Floor 665,000 SF 665000 $ 0.40 $266,000 665000 $ 0.50 $332,500 17 Veneer Fill Placement - Slopes 550,000 SF 550000 $ 0.64 $352,000 550000 $ 1.00 $550,000
18 Subgrade Surface Preparation for Geosynthetics - Slope, Bench, and Access Roads 615,000 SF 615000 $ 0.35 $215,250 615000 $ 0.20 $123,000
19 Lysimeter Liner Section (Per Detail 3/C15) 12,500 SF 12500 $ 6.00 $75,000 12500 $ 7.00 $87,500 20 60-mil HDPE Encapsulation Geomembrane (Textured Both Sides) - Base 650,000 SF 650000 $ 1.00 $650,000 650000 $ 0.95 $617,500 21 Geosynthetic Clay Liner (GCL) - Base 650,000 SF 650000 $ 1.15 $747,500 650000 $ 1.10 $715,000 22 60-mil HDPE Geomembrane (Textured Both Sides) - Base 650,000 SF 650000 $ 1.00 $650,000 650000 $ 0.95 $617,500 23 Geotextile Fabric 12 oz/sy - Base 650,000 SF 650000 $ 0.40 $260,000 650000 $ 0.45 $292,500 24 LCRS Drainage Layer - Gravel 670,000 SF 670000 $ 2.15 $1,440,500 670000 $ 3.00 $2,010,000 25 Geotextile Fabric 8 oz/sy - Base 650,000 SF 650000 $ 0.35 $227,500 650000 $ 0.35 $227,500 26 Protective Soil Cover - Base 650,000 SF 650000 $ 0.63 $409,500 650000 $ 0.65 $422,500 27 Wrapped Gravel Infiltration Corridor (Per Detail 4/C16) 225 LF 225 $ 80.00 $18,000 225 $ 100.00 $22,500
28 60-mil HDPE Encapsulation Geomembrane (Textured Both Sides) - Slope, Bench, and Access Roads 700,000 SF 700000 $ 1.00 $700,000 700000 $ 1.00 $700,000
29 Geosynthetic Clay Liner (GCL) - Slope, Bench, and Access Roads 700,000 SF 700000 $ 1.15 $805,000 700000 $ 1.10 $770,000
30 60-mil HDPE Geomembrane (Textured Both Sides) - Slope, Bench, and Access Roads 700,000 SF 700000 $ 1.00 $700,000 700000 $ 1.00 $700,000
31 Geotextile Fabric 16 oz/sy - Slope, Bench, and Access Roads 700,000 SF 700000 $ 0.55 $385,000 700000 $ 0.60 $420,000
32 Drainage Geocomposite - Northwesterly Construction Bench (Per Detail 5/C15) 13,000 SF 13000 $ 1.35 $17,550 13000 $ 1.40 $18,200
33 Base to Slope Liner Transition 3,800 LF 3800 $ 23.00 $87,400 3800 $ 23.00 $87,400 34 Westerly Bench Liner Join (Per Detail 3/C17) 5,000 LF 5000 $ 63.00 $315,000 5000 $ 84.00 $420,000 35 Intermediate Bench/Road Anchor Trench (Per Detail 3/C17) 1,750 LF 1750 $ 30.00 $52,500 1750 $ 84.00 $147,000 36 Slope Liner Join (Per Detail 4/C17) 290 LF 290 $ 55.00 $15,950 290 $ 120.00 $34,800 37 Base Liner Join - 1B Stage 3 to 1B Stages 4/5 (Per Detail 9/C16) 20 LF 20 $ 65.00 $1,300 20 $ 75.00 $1,500 38 Protective Plastic Cover and HDPE Geotextile Balllast (Per Detail 2/C15) 530,000 SF 530000 $ 1.25 $662,500 530000 $ 1.20 $636,000 39 Protective Soil Cover - Slope, Bench, and Cell Access Road 170,000 SF 170000 $ 1.50 $255,000 170000 $ 2.20 $374,000 40 Protective Soil Cover - Easterly Access Road (Per Detail 1/C17) 90,000 SF 90000 $ 1.00 $90,000 90000 $ 1.80 $162,000 41 Protective Soil Cover - Gap Fill Area 4,000 CY 4000 $ 19.00 $76,000 4000 $ 23.00 $92,000 42 Native Unclassified Fill Above PSC - Westerly Bench and Gap Fill Area 13,250 CY 13250 $ 9.00 $119,250 13250 $ 7.50 $99,375 43 Liner Cell Access Road with Geotextile Underlay (Per Detail 7/C15) 20,000 SF 20000 $ 2.00 $40,000 20000 $ 0.90 $18,000 44 Road Edge K-Rail Concrete Barrier 195 LF 195 $ 55.00 $10,725 195 $ 90.00 $17,550 45 LCRS Header Pipe (Per Details 3/C15 and 7/C16) 2,100 LF 2100 $ 65.00 $136,500 2100 $ 83.00 $174,300 46 LCRS Lateral Pipe (Per Detail 8/C16) 4,100 LF 4100 $ 50.00 $205,000 4100 $ 65.00 $266,500 47 LCRS Pipe Junctions (Per Detail 1/C16) 12 EA 12 $ 1,550.00 $18,600 12 $ 2,100.00 $25,200
James McMinn Inc.Sukut Construction, LLC
San Bernardino County Department of Public Works, Solid Waste Management Division
Phase 1B Stages 4 and 5 Liner Construction Project Victorville Sanitary Landfill
Low-3 Bidders
Item No. Description EST. QTY Unit BID QTY UNIT PRICE TOTAL BID QTY UNIT PRICE TOTAL
48 6" Solid HDPE LCRS Riser Pipe (Per Detail 2/C16) 1,950 LF 1950 $ 44.00 $85,800 1950 $ 86.00 $167,700 49 6" Slotted HDPE LCRS Access Road Collector (Per Detail 7/C15) 400 LF 400 $ 80.00 $32,000 400 $ 55.00 $22,000 50 LCRS Test Port Riser (Per Detail 10/C16) 315 LF 315 $ 50.00 $15,750 315 $ 66.00 $20,790 51 LCRS/LFG Bench Crossing (Per Detail 6/C15) 4 EA 4 $ 1,800.00 $7,200 4 $ 4,800.00 $19,200 52 LCRS/LFG Riser Termination Support (Per Detail 6/C16) 22 EA 22 $ 1,900.00 $41,800 22 $ 4,000.00 $88,000
53 Easterly and Southeasterly Perimeter Access Road Pavement Section (Per Details 1/C17 and 5/C17) 90,500 SF 90500 $ 8.50 $769,250 90500 $ 9.00 $814,500
54 Northerly Perimeter Access Road Pavement Section (Per Detail 6/C17) 12,000 SF 12000 $ 8.50 $102,000 12000 $ 11.00 $132,000 55 Class I Flexible Post Delineator (Per Caltrrans Std. Plan A73C) 100 EA 100 $ 100.00 $10,000 100 $ 105.00 $10,500 56 AC Dike (Per San Bernardino County Std. Plan 117) 2,750 LF 2750 $ 14.00 $38,500 2750 $ 16.00 $44,000 57 AC Speed Bump (Per Detail 1/C13) 100 LF 100 $ 182.00 $18,200 100 $ 170.00 $17,000 58 Roadside Inlet Structure (Per Detail 4/C18) 1.0 LS 1 $ 17,000.00 $17,000 1 $ 23,000.00 $23,000 59 24" CHDPE Below Grade Strom Drain 40 LF 40 $ 675.00 $27,000 40 $ 480.00 $19,200 60 60" Diameter CHDPE Below Grade Storm Drain - Line A (Per Detail 1/C18) 440 LF 440 $ 280.00 $123,200 440 $ 500.00 $220,000 61 Line A Inlet Structure (Per Detail 1/C12) 1.0 LS 1 $ 26,000.00 $26,000 1 $ 18,000.00 $18,000 62 Line A Outlet Structure (Per Detail 2/C12) 1.0 LS 1 $ 21,000.00 $21,000 1 $ 30,000.00 $30,000 63 Class III Rip Rap per SSPWC Sec. 200-1.6 6,000 SF 6000 $ 9.00 $54,000 6000 $ 35.00 $210,000 64 Class V Rip Rap per SSPWC Sec. 200-1.6 3,550 SF 3550 $ 7.50 $26,625 3550 $ 15.00 $53,250 65 Erosion Control / Final Stabilization 1.0 LS 1 $ 305,000.00 $305,000 1 $ 430,000.00 $430,000 66 Diversion Berm and Geomembrane Flap (Per Detail 3/C13) 525 LF 525 $ 71.00 $37,275 525 $ 29.00 $15,225 67 Temporary Diversion Berm and Geomembrane Flap (Per Detail 2/C13) 780 LF 780 $ 75.00 $58,500 780 $ 34.00 $26,520 68 Abandon Existing Gas Probe (Per Detail 1/5) (Deletable) 3 EA 3 $ 21,000.00 $63,000 3 $ 4,600.00 $13,800 69 Install New Perimeter Gas Probe (Per Detail 1/4) (Deletable) 1900 VF 1900 $ 281.00 $533,900 1900 $ 300.00 $570,000
70 Anchor Trench Excavation and Backfill (Per Details 1/C17, 2/C17, 5/C17, and
6/C17) 2850 LF 2850 $ 31.00 $88,350 2850 $ 35.00 $99,750
$27,125,875 $29,772,260TOTAL BID:
| Summary |
| Low 3 |
File details come from the government source that posted it. Updated .