STSL Phase 5-2 Liner Project Bid Summary.pdf

BID $ BID RANK -

COMMENTS

1. Archer Civil Construction, LLC, 1353 South J Street Tulare, CA 92374

$29,664,957.17 1

2. Sukut Construction, LLC, 4010 W. Chandler Avenue Santa Ana, CA 92704 $32,974,756.00 2

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SAN BERNARDINO COUNTY

BIDDER'S NAME AND ADDRESS

Unit 2 Phase 5-2 Liner Construction Project at the San Timoteo Sanitary Landfill 10/1/2026 10:00:59am

BID OPENING

DEPARTMENT OF PUBLIC WORKS, SOLID WASTE MANAGEMENT DIVISION

ITEM NO. DESCRIPTION OF WORK

ESTIMATED

QUANTITY

UNIT UNIT PRICE

ESTIMATED

TOTAL COST

UNIT PRICE

ESTIMATED

TOTAL COST

1 Mobilization/Demobilization 1 LS 2,927,301.00 2,927,301.00$ 1,200,000$ 1,200,000$ 2 Construction Support 1 LS 1,764,064.00 1,764,064.00$ 550,000$ 550,000$

3 Survey 1 LS 168,000.00 168,000.00$ 500,000$ 500,000$ 4 Record Drawings 1 LS 56,000.00 56,000.00$ 7,500$ 7,500$

Removal/Demolition 72.0 AC 13,059.00 940,248.00$ 5,600$ 403,200$

6 Remove and Salvage 1 LS 17,337.00 17,337.00$ 180,000$ 180,000$ 7 Asbestos Cement Pipe Abatement 1 LS 12,409.00 12,409.00$ 30,000$ 30,000$ 8 Refuse Excavation and Disposal 500 CY 23.77 11,885.00$ 15.00 7,500$

9 Phase 5-2 Excavation to Phase 5-2 Unclassified Fill 298,200 CY 2.99 891,618.00$ 4.35$ 1,297,170$

Phase 5-2 Excavation to Access Road Unclassified Fill 55,100 CY 2.99 164,749.00$ 7.45$ 410,495$

11 Phase 5-2 Excavation to Stockpile 3 1,595,500 CY 2.59 4,132,345.00$ 5.90$ 9,413,450$

12 Phase 5-2 Excavation to Stockpile A (Deletable) 32,000 CY 2.59 82,880.00$ 5.00$ 160,000$ 13 Phase 5-2 Excavation to Stockpile B (Deletable) 32,000 CY 2.59 82,880.00$ 5.00$ 160,000$ 14 Phase 5-2 Excavation to Stockpile C (Deletable) 32,000 CY 2.59 82,880.00$ 5.00$ 160,000$

Road Fill 4,800 CY 6.14 29,472.00$ 5.00$ 24,000$

Unclassified Fill 2,270 CY 3.27 7,422.90$ 4.80$ 10,896$ 17 Entrance Road Excavation to Stockpile 3 5,230 CY 21.48 112,340.40$ 5.10$ 26,673$

Sheet C-101 954,130 CY 5.00 4,770,650.00$ 4.40$ 4,198,172$ 19 Unsuitable Soil Removal and Replacement 15,000 CY 10.88 163,200.00$ 9.00$ 135,000$ 20 4-Inch Solid HDPE Subdrain Per Detail 3/C-501 1,680 LF 27.97 46,989.60$ 22.00$ 36,960$

Detail B Per Detail 2/C-505 1,350 LF 23.81 32,143.50$ 28.00$ 37,800$

Detail 2/C-505 14,320 LF 20.75 297,140.00$ 21.00$ 300,720$

2/C-505 3,060 LF 67.82 207,529.20$ 38.50$ 117,810$

24 4-Inch Slotted HDPE Subdrain Per Detail 4/C-507 3,075 LF 22.23 68,357.25$ 29.00$ 89,175$

501 (Base) 315,000 SF 0.56 176,400.00$ 0.65$ 204,750$

8 oz/sy Non-Woven Geotextile Per Detail 1/C-501 (Base) 315,000 SF 0.43 135,450.00$ 0.40$ 126,000$

LCRS Gravel (9-Inch Thick) Per Detail 1/C-501 (Base) 315,000 SF 1.53 481,950.00$ 2.20$ 693,000$

12 oz/sy Non-Woven Geotextile Per Detail 1/C-501 (Base) 315,000 SF 0.50 157,500.00$ 0.48$ 151,200$

80 mil Double-Sided Textured HDPE Geomembrane Per Detail 1/C-501 (Base) 315,000 SF 1.09 343,350.00$ 1.05$ 330,750$

(Base) 315,000 SF 1.23 387,450.00$ 1.20$ 378,000$

Per Detail 1/C-501 (Base) 315,000 SF 0.92 289,800.00$ 0.88$ 277,200$ y y Detail 1/C-501 (Base) 315,000 SF 0.38 119,700.00$ 0.75$ 236,250$

Engineered Fill (12-Inch Thick) Per Detail 1/C-501 (Base) 315,000 SF 0.33 103,950.00$ 0.34$ 107,100$

16 oz/sy Non-Woven Geotextile Per Detail 2/C-501 (Slope) 600,000 SF 0.64 384,000.00$ 0.61$ 366,000$

80 mil Single-Sided Textured HDPE Geomembrane Per Detail 2/C-501 (Slope) 600,000 SF 1.13 678,000.00$ 1.09$ 654,000$

Geosynthetic Clay Liner (GCL) Per Detail 2/C-501 (Slope) 600,000 SF 1.25 750,000.00$ 1.22$ 732,000$

60 mil Double-Sided Textured HDPE Geomembrane Per Detail 2/C-501 (Slope) 600,000 SF 0.93 558,000.00$ 0.90$ 540,000$

4-Inch Thick Veneer Soil Layer on Slopes Per Detail 2/C-501 [Deletable] 107,680 SF 0.44 47,379.20$ 0.55$ 59,224$

Subgrade Preparation Per Detail 2/C-501 (Slope) [Deletable] 600,000 SF 0.31 186,000.00$ 0.37$ 222,000$

Operations Layer (24-Inch Thick) Per Detail 2/C- 501 (Slope) 41,550 SF 1.51 62,740.50$ 1.08$ 44,874$

Ballast Geotextile and Reinforced Scrim Layer Per Detail 2/C-501 (Slope) 554,370 SF 0.96 532,195.20$ 0.90$ 498,933$

42 Operations Layer Per Detail 8/C-501 (Bench) 6,750 LF 13.31 89,842.50$ 29.60$ 199,800$

43 Toe of Slope Liner Transition Per Detail 1/C-502 1,640 LF 11.20 18,368.00$ 11.10$ 18,204$

Perimeter Road Liner Termination Per Detail 3/C-

502 2,510 LF 36.81 92,393.10$ 63.20$ 158,632$

Base Liner Join to Existing Phase 4 Base Liner Per Detail 2/C-504 470 LF 40.27 18,926.90$ 108.00$ 50,760$

Base Liner Join to Existing Phase 5-1 Base Liner Per Detail 4/C-505 350 LF 28.55 9,992.50$ 49.00$ 17,150$

47 Slope Liner Join Per Detail 5/C-502 1,020 LF 33.60 34,272.00$ 33.50$ 34,170$ 48 Bench Liner Join Per Detail 1/C-505 280 LF 67.18 18,810.40$ 78.00$ 21,840$

Temporary Side Slope Liner Termination Per Detail

6/C-511 380 LF 23.66 8,990.80$ 23.50$ 8,930$

50 Base Liner Join Per Detail 8/C-511 530 LF 30.33 16,074.90$ 56.50$ 29,945$

Liner Termination At Edge Of Road Per Detail 3/C-

514 25 LF 28.91 722.75$ 60.00$ 1,500$

Temporary Base Liner Termination Per Detail 5/C-

511 520 LF 11.20 5,824.00$ 27.00$ 14,040$

53 T-Fencing Stakes Every 20-Feet O.C. 27 EA 107.13 2,892.51$ 55.00$ 1,485$

6-Inch Slotted HDPE LCRS Pipe and LCRS Trench Per Detail 3/C-501 1,680 LF 29.19 49,039.20$ 54.00$ 90,720$

55 LCRS Bench Collector Per Detail 9/C-501 5,885 LF 19.92 117,229.20$ 29.00$ 170,665$

LCRS Bench Collector w/ 50' Gravel Window Per Detail 9/C-501 700 LF 23.39 16,373.00$ 44.00$ 30,800$

LCRS Bench Crossing (including 6-inch Solid HDPE LCRS Pipe) Per Detail 9/C-503 13 EA 3,675.48 47,781.24$ 2,800$ 36,400$

58 Leachate Test Port Per Detail 1/C-507 585 LF 17.74 10,377.90$ 22.00$ 12,870$ 59 LCRS Cleanout Per Detail 4/C-502 4 EA 2,210.60 8,842.40$ 1,390$ 5,560$

Archer Civil Construction, LLC Sukut Construction, LLC

6-Inch Solid HDPE LCRS Riser and Support on Slope Per Detail 4/C-503 1,225 LF 16.68 20,433.00$ 26.00$ 31,850$

61 6-Inch Solid HDPE LCRS Pipe Per Detail 5/C-501 75 LF 41.72 3,129.00$ 31.00$ 2,325$

Relocate 6-Inch HDPE LCRS Pipe Above Grade Per Detail 5/C-516 1,900 LF 7.35 13,965.00$ 13.00$ 24,700$

63 Concrete V-Ditch D=6" Per Detail 3/C-509 200 LF 30.24 6,048.00$ 93.00$ 18,600$

64 Concrete V-Ditch D=1' Per Detail 1/C-503 4,610 LF 33.60 154,896.00$ 29.50$ 135,995$ 65 Concrete V-Ditch D=1.5' Per Detail 1/C-503 6,960 LF 45.36 315,705.60$ 40.00$ 278,400$

66 Concrete V-Ditch D=2' Per Detail 1/C-503 3,150 LF 55.44 174,636.00$ 49.00$ 154,350$ 67 Bench Crossing Per Detail 2/C-507 15 EA 1,344.00 20,160.00$ 2,800$ 42,000$

Concrete Trapezoidal Channel D=2', B=1.5' Per Detail 2/C-503 375 LF 77.84 29,190.00$ 79.00$ 29,625$

Concrete Trapezoidal Channel D=2.5', B=1.5' Per Detail 2/C-503 195 LF 82.88 16,161.60$ 87.00$ 16,965$

Concrete Trapezoidal Channel D=2', B=2' Per Detail

2/C-503 35 LF 81.76 2,861.60$ 240.00$ 8,400$

Concrete Trapezoidal Channel D=2.5', B=2.5' Per Detail 2/C-503 765 LF 99.68 76,255.20$ 95.00$ 72,675$

Concrete Trapezoidal Channel D=3', B=2' Per Detail

2/C-503 190 LF 104.16 19,790.40$ 122.00$ 23,180$

Concrete Trapezoidal Channel D=2.5', B=2' Per Detail 2/C-503 1,720 LF 93.52 160,854.40$ 86.00$ 147,920$

74 18-Inch Dual Wall HDPE Pipe Per Detail 5/C-501 50 LF 670.88 33,544.00$ 228$ 11,400$ 75 36-Inch HDPE Pipe Per Detail 5/C-501 1,180 LF 277.76 327,756.80$ 197$ 232,460$ 76 42-Inch HDPE Pipe Per Detail 5/C-501 120 LF 818.72 98,246.40$ 427$ 51,240$

77 Concrete Collar/Seep Collar Per Detail 7/C-502 23 EA 7,467.84 171,760.32$ 770$ 17,710$ 78 Brow Ditch Per Detail 5/C-506 1,980 LF 30.24 59,875.20$ 29.00$ 57,420$ 79 Earthen Berm Per Detail 8/C-502 630 LF 9.58 6,035.40$ 8.30$ 5,229$ 80 Standpipe Per Detail 1/C-508 1 LS 37,543.52 37,543.52$ 23,800$ 23,800$ 81 Spillway Per Detail 2/C-508 1 LS 22,400.00 22,400.00$ 29,000$ 29,000$

Channel to Pipe Transition Structure Per Detail 3/C-

505 3 EA 11,200.00 33,600.00$ 3,280$ 9,840$

Pipe to Channel Transition Structure Per Detail 7/C-

506 2 EA 11,500.00 23,000.00$ 3,400$ 6,800$

84 Splash Wall Per Detail 4/C-506 445 LF 61.60 27,412.00$ 44.00$ 19,580$

85 Rip Rap Pad Per Detail 5/C-503 1,180 SF 15.34 18,101.20$ 15.00$ 17,700$

86 Downdrain Channel Anchor Per Detail 3/C-506 11 EA 560.00 6,160.00$ 2,050$ 22,550$

87 Cutoff Wall Per Detail 8/C-503 60 LF 72.80 4,368.00$ 22$ 1,296$

88 Concrete Inlet Per Detail 2/C-517 1 EA 1,120.00 1,120.00$ 3,570$ 3,570$ 89 Join Existing Channel Per Detail 3/C-503 2 EA 896.00 1,792.00$ 1,620$ 3,240$

90 Transition Structure Per Detail 8/C-509 1 EA 19,040.00 19,040.00$ 6,480$ 6,480$ 91 Flume to V-Ditch Transition Per Detail 7/C-509 1 EA 672.00 672.00$ 1,080$ 1,080$ 92 Transition Structure Per Detail 9/C-509 1 EA 12,320.00 12,320.00$ 5,000$ 5,000$

Adjust Existing Down Drain to Grade. Tie To New Channel 1 LS 896.00 896.00$ 3,111$ 3,111$

94 Concrete Cross Gutter Per 10/C-509 160 LF 228.48 36,556.80$ 234$ 37,440$ 95 Transition from Cross Gutter to V-Ditch 10 LF 112.00 1,120.00$ 106$ 1,060$ 96 Transition from Curb and Gutter to Cross Gutter 16 LF 125.44 2,007.04$ 93$ 1,488$

97 Retaining Wall Per Detail 1/C-510 1 LS 184,219.28 184,219.28$ 195,000$ 195,000$ 98 Channel to Pipe Transition Per Detail 4/C-511 1 EA 3,360.00 3,360.00$ 4,104$ 4,104$ 99 Channel Transition Per Detail 2/C-514 1 LS 2,240.00 2,240.00$ 4,860.00$ 4,860$

100 Plunge Pool Per Detail 3/C-511 1,250 SF 26.88 33,600.00$ 20.00$ 25,000$ 101 Aggregate Channel Per Detail 1/C-516 130 LF 44.80 5,824.00$ 29.00$ 3,770$ 102 Trench Plate Per Detail 2/C-506 (Type 1) 1 EA 4,840.00 4,840.00$ 9,000$ 9,000$ 103 Trench Plate Per Detail 2/C-506 (Type 2) 3 EA 5,141.00 15,423.00$ 9,800$ 29,400$ 104 8'x12'x1/2" Thick Steel Plates Per Detail 2/C-506 2 EA 11,463.00 22,926.00$ 5,000$ 10,000$ 105 K-Rail 360 LF 32.06 11,541.60$ 51$ 18,360$ 106 SWMD Operations Trailer Per Specifications 1 LS 180,000.00 180,000.00$ 40,000$ 40,000$ 107 Observation Deck Per Detail 5/C-505 and 1/S-104 1 LS 129,834.00 129,834.00$ 103,000$ 103,000$ 108 4-Inch AC over 8-Inch CMB 12,770 SF 2.65 33,840.50$ 4.50$ 57,465$ 109 6-Inch AC over 12-Inch CMB 217,500 SF 3.98 865,650.00$ 6.45$ 1,402,875$

Geotextile Underlayment 1,190 SF 4.93 5,866.70$ 2.80$ 3,332$

111 Speed Bump Per Detail 2/C-509 4 EA 3,136.00 12,544.00$ 3,100$ 12,400$

6-Inch AC Curb Type D1-6 Per SPPWC Std Plan with 2' Openings every 10' 205 LF 9.00 1,845.00$ 17.00$ 3,485$

113 Curb Transition 6 EA 504.00 3,024.00$ 654$ 3,924$ 114 6-Inch Curb and Gutter Per SBCDPW Std 116 1,255 LF 66.08 82,930.40$ 81.00$ 101,655$

Caltrans Type B4 Curb Per Std Plan A87A Per Detail

5/C-509 250 LF 66.08 16,520.00$ 114.00$ 28,500$

Asphalt Dike Type D Per Caltrans Std Plan A87B and Per Detail 6/C-509 205 LF 9.00 1,845.00$ 9.00$ 1,845$

117 6-Inch AC Curb Type D1-6 Per SPPWC Std Plan 2,950 LF 9.00 26,550.00$ 9.00$ 26,550$ 118 Thickened Edge Per Detail 1/C-506 640 LF 6.93 4,435.20$ 6.80$ 4,352$

119 Pavement Overlay Per Detail 1/C-509 660 LF 2.68 1,768.80$ 2.65$ 1,749$

8-Inch PCC Curb and Gutter Per SPPWC STD Plan 120-3 Type A2-6 Per Detail 1/C-504 345 LF 75.04 25,888.80$ 110.00$ 37,950$

Commercial Driveway Approach Depressed with Curb 940 SF 12.32 11,580.80$ 38.00$ 35,720$

122 Silt Fence Per Detail 3/C-508 12,300 LF 5.26 64,698.00$ 5.25$ 64,575$

123 Fiber Rolls Per Detail 6/C-502 1,446,400 SF 0.24 347,136.00$ 0.24$ 347,136$ 124 Sandbag Chevron Per Detail 6/C-503 18 EA 145.60 2,620.80$ 139$ 2,502$ 125 Hydroseed 1,446,400 SF 0.12 173,568.00$ 0.25$ 361,600$

4-Inch-Wide Double Yellow Stripe Per Detail 21 On Caltrans Std Plan A20A 3,430 LF 0.89 3,052.70$ 0.90$ 3,087$

A20B, Detail 27B 6,955 LF 0.44 3,060.20$ 0.60$ 4,173$

Plan A20A, Detail 8 2,700 LF 0.33 891.00$ 0.32$ 864$

129 “Speed Limit” Sign Per CA MUTCD Std R2-1 (15) 8 EA 420.00 3,360.00$ 456$ 3,648$ 130 “Bump” Sign Per CA MUTCD Std W8-1 5 EA 420.00 2,100.00$ 556$ 2,780$ 131 Caltrans Type I 10' Arrow Per Std Plan A24A 3 EA 56.00 168.00$ 100$ 300$

"Slower Traffic Keep Right" Sign Per MUTCD Std R4-

3 3 EA 420.00 1,260.00$ 456$ 1,368$

133 "Stay In Lane" Sign Per MUTCD Std R4-9 2 EA 420.00 840.00$ 456$ 912$ 134 "Lane Drop" Sign Per MUTCD Std W4-2 1 EA 420.00 420.00$ 556$ 556$ 135 Caltrans Type VI Lane Drop Arrow 2 EA 168.00 336.00$ 275$ 550$

Poly Processing 11,800 Gallon Upright Slope Bottom IMFO Tanks, Pumps (2), Piping, Fittings, Pipe Supports, Hardware, Valves, Ladders, and Associated Appurtenances Per Sheets C-601 Through C-605 1 LS 247,117.00 247,117.00$ 490,000$ 490,000$

137 Fill Stand Per Detail 4/C-606 1 LS 15,000.00 15,000.00$ 47,300$ 47,300$

Dual Wall (6-Inch Interior, 10-Inch Exterior) LCRS Pipe Per Detail 5/C-501 225 LF 73.32 16,497.00$ 97.00$ 21,825$

139 Core Through Existing Concrete Wall and Seal 1 EA 11,026.00 11,026.00$ 635$ 635$ 140 Catwalk Per Sheet C-603 1 LS 63,078.00 63,078.00$ 385,000$ 385,000$ 141 Adjust Existing Manhole to Grade Per SSPWC 1 LS 2,665.60 2,665.60$ 3,200$ 3,200$

142 Fence and Gate Reconstruction Per Detail 3/C-504 30 LF 283.36 8,500.80$ 315.00$ 9,450$ 143 4.5' Wire Mesh Fence Per Detail 1/C-512, 1/C-513, 13,680 LF 22.40 306,432.00$ 27.00$ 369,360$ 144 Wire Mesh Gate Per Detail 1/C-512 41 LF 562.24 23,051.84$ 850.00$ 34,850$

6-Inch C900 PVC Fire Water Line Per Detail 5/C-

501 2,860 LF 120.96 345,945.60$ 45.00$ 128,700$

1-Inch C900 PVC Fire Water Line Per Detail 5/C-

501 135 LF 209.44 28,274.40$ 39.00$ 5,265$

147 Fire Hydrant Per Detail 3/C-516 5 EA 17,455.20 87,276.00$ 21,000$ 105,000$ 148 Thrust Block Per Detail 2/C-516 1 EA 570.00 570.00$ 352.00$ 352$

6-Inch Non-Rising Stem Gate Valve Per Detail 4/C-

516 2 EA 7,956.00 15,912.00$ 4,000$ 8,000$

150 6-Inch Blind Flange 1 EA 650.72 650.72$ 750.00$ 750$ 151 Groundwater Well ST-2 Extension Per Detail 7/C- 1 EA 5,600.00 5,600.00$ 5,500$ 5,500$

STD Plan 601-5 85 LF 300.00 25,500.00$ 912$ 77,520$

Landfill Gas Improvements Per Sheets LFG-101 to LFG-502

1.5" HDPE SDR-9 Air Pipe and Fittings Per Detail

1/LFG-501 840 LF 44.58 37,447.20$ 5.15$ 4,326$

2" HDPE SDR-11 Condensate Pipe and Fittings Per Detail 1/LFG-501 840 LF 48.30 40,572.00$ 7.40$ 6,216$

Header Branch Flange and Bollard Per Detail 6/LFG-

501 2 EA 23,007.00 46,014.00$ 7,014.00$ 14,028$

156 12" HDPE SDR-17 Header Per Detail 1/LFG-501 840 LF 256.48 215,443.20$ 65.00$ 54,600$

12" Manual Butterfly Valve Assembly and Pressure Ports Per Detail 3/LFG-501 1 LS 23,242.00 23,242.00$ 14,150.00$ 14,150$

158 Isolation Valve Vault Per Detail 3/LFG-501 1 EA 38,554.00 38,554.00$ 21,775.00$ 21,775$

20" HDPE SDR-17 Pipe and Fittings, Above Grade and Soil Mound Per Detail 2/LFG-502 250 LF 453.03 113,257.50$ 121.50$ 30,375$

160 20" HDPE SDR-17 Elbow, Above Grade 4 EA 5,077.00 20,308.00$ 2,120.00$ 8,480$

161 20" HDPE SDR-17 Flange Adapter 1 EA 8,980.00 8,980.00$ 3,500.00$ 3,500$ 162 20" PVC Flange Adapter 1 EA 12,630.00 12,630.00$ 3,800.00$ 3,800$ 163 Pipe Connection Per Detail 4/LFG-501 1 EA 10,185.00 10,185.00$ 19,000.00$ 19,000$

Electrical Per Sheets E-001 to E-613 164 Trenching, Conduit, and Wiring 1 LS 206,248.00 206,248.00$ 115,000.00$ 115,000$ 165 Panel HA - 480V, 100A, 3PH, 3W, NEMA 3R 1 EA 5,600.00 5,600.00$ 11,600.00$ 11,600$

Mini Power Center "MPC-LA" - 15KVA, 480-

120/240V, 1PH, 3W, NEMA 3R, 10KAIC 1 EA 5,600.00 5,600.00$ 17,000.00$ 17,000$

Combination Motor Starter - 3HP, 480V, 3PH, NEMA

3R 1 EA 28,000.00 28,000.00$ 15,500.00$ 15,500$

168 PLC Control Panel 1 EA 140,000.00 140,000.00$ 125,000.00$ 125,000$ 169 Sump Pump Control Panel 1 EA 33,600.00 33,600.00$ 27,600.00$ 27,600$

170 Local Pump Control Station 1 EA 5,600.00 5,600.00$ 7,900$ 7,900$ 171 PLC and OIT Programming 1 EA 56,000.00 56,000.00$ 35,600.00$ 35,600$

Structural Per Sheets S-001 to S-500 172 Concrete Tank Pad and Foundation Per 1/S-101 1 LS 56,156.00 56,156.00$ 224,000.00$ 224,000$ 173 Spill Pad Per 1/S-102 1 LS 76,944.00 76,944.00$ 27,500.00$ 27,500$

TOTAL BID 29,664,957.17$ 32,974,756$ 3,309,798.83$ Difference