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HomeMy WebLinkAboutCP1202 BT.pdf6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 1 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Engineer's Estimate R.L. Alia Company Johansen Excavating 107 Williams Ave S PO Box 674 Renton, WA 98057 Buckley, WA 98321 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 1-04 Minor Changes 1 Eq. Adj.15,000.00 15,000.00$ 15,000.00 15,000.00$ 15,000.00 15,000.00$ 2 1-05 Record Drawings (Minimum Bid $500)1 LS 5,000.00 5,000.00$ 2,000.00 2,000.00$ 500.00 500.00$ 3 1-07 SPCC Plan 1 LS 1,000.00 1,000.00$ 500.00 500.00$ 1,000.00 1,000.00$ 4 1-07 Utility Potholing 25 EA 350.00 8,750.00$ 50.00 1,250.00$ 395.00 9,875.00$ 5 1-09 Mobilization 1 LS 153,500.00 153,500.00$ 137,000.00 137,000.00$ 160,000.00 160,000.00$ 6 1-09 Construction Site Sign(s)1 EA 1,000.00 1,000.00$ 100.00 100.00$ 1,000.00 1,000.00$ 7 1-10 Traffic Control Supervisor 1 LS 33,500.00 33,500.00$ 5,000.00 5,000.00$ 4,000.00 4,000.00$ 8 1-10 Traffic Control Labor - (Min. Bid $38.00 per hour)800 HR 50.00 40,000.00$ 50.00 40,000.00$ 45.00 36,000.00$ 9 1-10 Sequential Arrow Sign 10 Day 50.00 500.00$ 100.00 1,000.00$ 250.00 2,500.00$ 10 1-10 Portable Changeable Message Sign 30 Day 110.00 3,300.00$ 125.00 3,750.00$ 250.00 7,500.00$ 11 1-10 Outside Agency Uniformed Police Flagging Labor 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 12 2-02 Remove and Reset Fencing 30 LF 20.00 600.00$ 30.00 900.00$ 30.00 900.00$ 13 2-02 Remove or Abandon Catch Basin or Manhole 22 EA 600.00 13,200.00$ 50.00 1,100.00$ 215.00 4,730.00$ 14 2-02 Remove and Modify Existing Flow Control Structures 1 LS 3,500.00 3,500.00$ 2,000.00 2,000.00$ 2,100.00 2,100.00$ 15 2-02 Remove Tree 1 EA 1,500.00 1,500.00$ 1,000.00 1,000.00$ 650.00 650.00$ 16 2-02 Remove Pipe 3,800 LF 10.00 38,000.00$ 2.00 7,600.00$ 7.00 26,600.00$ 17 2-02 Remove Asphalt Pavement 30 SY 9.00 270.00$ 40.00 1,200.00$ 16.00 480.00$ 18 2-02 Remove Cement Concrete Flat Work 370 SY 14.00 5,180.00$ 10.00 3,700.00$ 12.00 4,440.00$ 19 2-02 Remove Cement Concrete Curb and Gutter 600 LF 4.50 2,700.00$ 2.00 1,200.00$ 9.00 5,400.00$ 20 2-03 Roadway Excavation Including Haul 1,430 CY 21.00 30,030.00$ 5.00 7,150.00$ 42.00 60,060.00$ 21 2-03 Pond Excavation Including Haul 10,500 CY 15.00 157,500.00$ 4.00 42,000.00$ 25.00 262,500.00$ 22 2-03 Unsuitable Foundation Excavation 75 CY 24.00 1,800.00$ 1.00 75.00$ 51.00 3,825.00$ 23 2-03 Sand Drainage Blanket 2,950 TON 20.00 59,000.00$ 20.00 59,000.00$ 27.00 79,650.00$ 24 2-06 Subgrade Preparation 4,690 SY 2.00 9,380.00$ 5.00 23,450.00$ 2.50 11,725.00$ 25 2-12 Construction Geotextile for Permanent Erosion Control 80 SY 2.50 200.00$ 10.00 800.00$ 8.00 640.00$ 26 4-04 Crushed Surfacing Top Course 40 TON 28.00 1,120.00$ 40.00 1,600.00$ 65.00 2,600.00$ 27 4-04 Crushed Surfacing Base Course 1,450 TON 21.00 30,450.00$ 20.00 29,000.00$ 21.00 30,450.00$ 28 5-04 Commercial HMA 10 TON 200.00 2,000.00$ 200.00 2,000.00$ 186.00 1,860.00$ 29 5-04 Asphalt Cold Patch 40 TON 130.00 5,200.00$ 5.00 200.00$ 145.00 5,800.00$ 30 5-04 Planing Bituminous Pavement 2,010 SY 4.50 9,045.00$ 5.00 10,050.00$ 3.15 6,331.50$ 31 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)830 TON 85.00 70,550.00$ 85.00 70,550.00$ 78.00 64,740.00$ 32 5-04 HMA Cl. 1-inch PG 64-22 (Class E)850 TON 77.00 65,450.00$ 85.00 72,250.00$ 75.00 63,750.00$ 33 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, SDR-35, 12 inch Diam.380 LF 75.00 28,500.00$ 93.00 35,340.00$ 55.00 20,900.00$ 34 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, SDR-35, 15 inch Diam.45 LF 90.00 4,050.00$ 98.00 4,410.00$ 85.00 3,825.00$ 35 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 18 inch Diam.26 LF 105.00 2,730.00$ 113.00 2,938.00$ 135.00 3,510.00$ 36 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 24 inch Diam.650 LF 110.00 71,500.00$ 123.00 79,950.00$ 62.00 40,300.00$ 37 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 30 inch Diam.2,615 LF 170.00 444,550.00$ 179.00 468,085.00$ 105.00 274,575.00$ 38 7-04 Ductile Iron Storm Pipe, Special Class 52, 12" Dia.680 LF 85.00 57,800.00$ 133.00 90,440.00$ 98.00 66,640.00$ 39 7-04 Storm Sewer Television Inspection 3,340 LF 3.20 10,688.00$ 7.00 23,380.00$ 3.50 11,690.00$ 40 7-04 Temporary Storm Sewer Bypass 15 DAY 1,000.00 15,000.00$ 120.00 1,800.00$ 510.00 7,650.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 2 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Engineer's Estimate R.L. Alia Company Johansen Excavating 107 Williams Ave S PO Box 674 Renton, WA 98057 Buckley, WA 98321 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 41 7-05 Manhole Type 1, 48-inch Diameter 2 EA 3,100.00 6,200.00$ 5,000.00 10,000.00 3,000.00 6,000.00$ 42 7-05 Manhole Type 1, 54-inch Diameter 12 EA 4,500.00 54,000.00$ 5,000.00 60,000.00$ 3,800.00 45,600.00$ 43 7-05 Manhole Type 3, 54-inch Diameter 2 EA 4,500.00 9,000.00$ 5,000.00 10,000.00$ 3,200.00 6,400.00$ 44 7-05 Manhole Type 3, 60-inch Diameter with Weir 1 EA 5,000.00 5,000.00$ 6,000.00 6,000.00$ 6,100.00 6,100.00$ 45 7-05 Catch Basin Type 1 35 EA 1,400.00 49,000.00$ 2,000.00 70,000.00$ 850.00 29,750.00$ 46 7-05 Catch Basin Type 2, 48" Diameter 3 EA 3,000.00 9,000.00$ 4,000.00 12,000.00$ 2,300.00 6,900.00$ 47 7-05 Catch Basin Type 2, 54" Diameter with Grated Lid (Overflow Structure)1 EA 3,500.00 3,500.00$ 4,000.00 4,000.00$ 5,000.00 5,000.00$ 48 7-05 Connect to Existing Catch Basin or Manhole 1 EA 800.00 800.00$ 1,000.00 1,000.00$ 2,000.00 2,000.00$ 49 7-08 Pipe Foundation Material 150 TON 40.00 6,000.00$ 0.10 15.00$ 45.00 6,750.00$ 50 7-08 Controlled Density Fill (CDF) for Trench Backfill 45 CY 105.00 4,725.00$ 20.00 900.00$ 170.00 7,650.00$ 51 7-08 Controlled Density Fill (CDF) for Filling Pipe 30 CY 250.00 7,500.00$ 200.00 6,000.00$ 160.00 4,800.00$ 52 7-08 Shoring or Extra Excavation Class B 4,400 SF 0.25 1,100.00$ 0.10 440.00$ 3.50 15,400.00$ 53 7-08 Imported Pipe Bedding 3,200 TON 22.00 70,400.00$ 1.00 3,200.00$ 17.00 54,400.00$ 54 7-08 Select Pipe Trench Backfill 600 TON 22.00 13,200.00$ 0.10 60.00$ 20.00 12,000.00$ 55 7-08 Imported Pipe Trench Backfill 2,750 TON 24.00 66,000.00$ 0.10 275.00$ 17.00 46,750.00$ 56 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.10,000.00 10,000.00$ 10,000.00 10,000.00$ 10,000.00 10,000.00$ 57 8-01 ECS Lead (Minimum Bid $150 per Day)28 DAY 150.00 4,200.00$ 150.00 4,200.00$ 150.00 4,200.00$ 58 8-01 Stabilized Construction Entrance 140 SY 25.00 3,500.00$ 40.00 5,600.00$ 20.00 2,800.00$ 59 8-01 Inlet Protection 41 EA 70.00 2,870.00$ 4.00 164.00$ 65.00 2,665.00$ 60 8-01 Plastic Covering 850 SY 3.00 2,550.00$ 2.00 1,700.00$ 2.25 1,912.50$ 61 8-01 Hydroseeding with Moderate-Term Mulch 8,500 SY 2.50 21,250.00$ 0.50 4,250.00$ 0.65 5,525.00$ 62 8-02 Top Soil Type A 960 CY 40.00 38,400.00$ 4.00 3,840.00$ 25.00 24,000.00$ 63 8-02 Lawn Sod 70 SY 10.00 700.00$ 15.00 1,050.00$ 22.00 1,540.00$ 64 8-04 Cement Concrete Traffic Curb and Gutter 600 LF 18.00 10,800.00$ 20.00 12,000.00$ 21.00 12,600.00$ 65 8-06 Residential Driveway Apron 20 SY 62.00 1,240.00$ 60.00 1,200.00$ 85.00 1,700.00$ 66 8-06 Industrial or Commercial Driveway Apron 30 SY 80.00 2,400.00$ 70.00 2,100.00$ 100.00 3,000.00$ 67 8-09 Raised Pavement Marker (Type 2)140 EA 5.50 770.00$ 4.00 560.00$ 5.00 700.00$ 68 8-12 Double 14 Ft. Chain Link Gate 2 EA 800.00 1,600.00$ 1,700.00 3,400.00$ 1,650.00 3,300.00$ 69 8-13 Monument Type B (Modified)5 EA 700.00 3,500.00$ 100.00 500.00$ 550.00 2,750.00$ 70 8-14 Cement Concrete Curb Ramp 10 EA 1,400.00 14,000.00$ 1,500.00 15,000.00$ 1,350.00 13,500.00$ 71 8-14 Cement Concrete Sidewalk 170 SY 40.00 6,800.00$ 30.00 5,100.00$ 58.00 9,860.00$ 72 8-15 Quarry Spalls 300 TON 40.00 12,000.00$ 40.00 12,000.00$ 55.00 16,500.00$ 73 8-15 Hand Placed Riprap 35 CY 150.00 5,250.00$ 60.00 2,100.00$ 120.00 4,200.00$ 74 8-20 Induction Loop Vehicle Detectors 4 EA 875.00 3,500.00$ 1,200.00 4,800.00$ 1,100.00 4,400.00$ 75 8-20 Temporary Video Detection System Complete 1 LS 3,500.00 3,500.00$ 9,500.00 9,500.00$ 9,500.00 9,500.00$ 76 8-21 Traffic Sign 6 EA 300.00 1,800.00$ 600.00 3,600.00$ 355.00 2,130.00$ 77 8-21 Relocate Permanent Traffic Sign and Post 2 EA 150.00 300.00$ 200.00 400.00$ 330.00 660.00$ 78 8-21 Remove Traffic Sign 1 EA 120.00 120.00$ 100.00 100.00$ 165.00 165.00$ 79 8-22 Paint Line 5,830 LF 0.40 2,332.00$ 0.34 1,982.20$ 0.35 2,040.50$ 80 8-22 Plastic Wide Lane Line 110 LF 4.50 495.00$ 3.00 330.00$ 6.25 687.50$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 3 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Engineer's Estimate R.L. Alia Company Johansen Excavating 107 Williams Ave S PO Box 674 Renton, WA 98057 Buckley, WA 98321 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 81 8-22 Painted Wide Line 2805 LF 0.55 1,542.75$ 0.45 1,262.25$ 0.35 981.75$ 82 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)660 LF 7.50 4,950.00$ 9.00 5,940.00$ 8.50 5,610.00$ 83 8-22 Painted Bicycle Lane Symbol 10 EA 35.00 350.00$ 65.00 650.00$ 90.00 900.00$ 84 8-22 Plastic Traffic Arrow 2 EA 60.00 120.00$ 75.00 150.00$ 360.00 720.00$ 85 8-22 Plastic Traffic Letter 4 EA 60.00 240.00$ 45.00 180.00$ 130.00 520.00$ 86 8-22 Temporary Pavement Markings 5280 LF 0.25 1,320.00$ 0.10 528.00$ 0.15 792.00$ Schedule Subtotal 1,875,867.75$ 1,551,844.45$ 1,716,055.75$ No Tax Applicable SCHEDULE TOTAL 1,875,867.75$ 1,551,844.45$ 1,716,055.75$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 4 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Northwest Cascade, Inc SCI Infrastructure, LLC Titan Earthwork 10412 John Bananola Way E 2825 South 154th St 13806 16th St East Puyallup, WA 98373 Seattle, WA 98188 Sumner, WA 98390 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 1-04 Minor Changes 1 Eq. Adj.15,000.00 15,000.00$ 15,000.00 15,000.00$ 15,000.00 15,000.00$ 2 1-05 Record Drawings (Minimum Bid $500)1 LS 500.00 500.00$ 1,500.00 1,500.00$ 500.00 500.00$ 3 1-07 SPCC Plan 1 LS 500.00 500.00$ 750.00 750.00$ 500.00 500.00$ 4 1-07 Utility Potholing 25 EA 1,000.00 25,000.00$ 300.00 7,500.00$ 1,200.00 30,000.00$ 5 1-09 Mobilization 1 LS 120,000.00 120,000.00$ 125,000.00 125,000.00$ 137,000.00 137,000.00$ 6 1-09 Construction Site Sign(s)1 EA 475.00 475.00$ 600.00 600.00$ 1,000.00 1,000.00$ 7 1-10 Traffic Control Supervisor 1 LS 8,000.00 8,000.00$ 10,000.00 10,000.00$ 10,000.00 10,000.00$ 8 1-10 Traffic Control Labor - (Min. Bid $38.00 per hour)800 HR 55.00 44,000.00$ 50.00 40,000.00$ 60.00 48,000.00$ 9 1-10 Sequential Arrow Sign 10 Day 25.00 250.00$ 40.00 400.00$ 58.00 580.00$ 10 1-10 Portable Changeable Message Sign 30 Day 100.00 3,000.00$ 100.00 3,000.00$ 58.00 1,740.00$ 11 1-10 Outside Agency Uniformed Police Flagging Labor 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 12 2-02 Remove and Reset Fencing 30 LF 21.00 630.00$ 40.00 1,200.00$ 37.00 1,110.00$ 13 2-02 Remove or Abandon Catch Basin or Manhole 22 EA 500.00 11,000.00$ 400.00 8,800.00$ 500.00 11,000.00$ 14 2-02 Remove and Modify Existing Flow Control Structures 1 LS 1,020.00 1,020.00$ 4,000.00 4,000.00$ 15,000.00 15,000.00$ 15 2-02 Remove Tree 1 EA 500.00 500.00$ 1,000.00 1,000.00$ 1,800.00 1,800.00$ 16 2-02 Remove Pipe 3800 LF 8.00 30,400.00$ 12.50 47,500.00$ 6.00 22,800.00$ 17 2-02 Remove Asphalt Pavement 30 SY 12.00 360.00$ 5.25 157.50$ 25.00 750.00$ 18 2-02 Remove Cement Concrete Flat Work 370 SY 15.00 5,550.00$ 6.00 2,220.00$ 8.00 2,960.00$ 19 2-02 Remove Cement Concrete Curb and Gutter 600 LF 6.00 3,600.00$ 5.00 3,000.00$ 8.00 4,800.00$ 20 2-03 Roadway Excavation Including Haul 1430 CY 22.00 31,460.00$ 27.00 38,610.00$ 24.00 34,320.00$ 21 2-03 Pond Excavation Including Haul 10500 CY 20.00 210,000.00$ 24.70 259,350.00$ 19.00 199,500.00$ 22 2-03 Unsuitable Foundation Excavation 75 CY 34.00 2,550.00$ 28.00 2,100.00$ 25.00 1,875.00$ 23 2-03 Sand Drainage Blanket 2950 TON 17.00 50,150.00$ 14.00 41,300.00$ 25.00 73,750.00$ 24 2-06 Subgrade Preparation 4690 SY 1.00 4,690.00$ 0.50 2,345.00$ 4.00 18,760.00$ 25 2-12 Construction Geotextile for Permanent Erosion Control 80 SY 2.00 160.00$ 4.00 320.00$ 7.00 560.00$ 26 4-04 Crushed Surfacing Top Course 40 TON 18.50 740.00$ 31.00 1,240.00$ 25.00 1,000.00$ 27 4-04 Crushed Surfacing Base Course 1450 TON 18.00 26,100.00$ 19.75 28,637.50$ 25.00 36,250.00$ 28 5-04 Commercial HMA 10 TON 168.00 1,680.00$ 200.00 2,000.00$ 230.00 2,300.00$ 29 5-04 Asphalt Cold Patch 40 TON 140.00 5,600.00$ 125.00 5,000.00$ 235.00 9,400.00$ 30 5-04 Planing Bituminous Pavement 2010 SY 5.00 10,050.00$ 3.80 7,638.00$ 6.00 12,060.00$ 31 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)830 TON 83.00 68,890.00$ 74.25 61,627.50$ 65.00 53,950.00$ 32 5-04 HMA Cl. 1-inch PG 64-22 (Class E)850 TON 80.00 68,000.00$ 74.00 62,900.00$ 65.00 55,250.00$ 33 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, SDR-35, 12 inch Diam.380 LF 42.00 15,960.00$ 58.00 22,040.00$ 75.00 28,500.00$ 34 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, SDR-35, 15 inch Diam.45 LF 49.00 2,205.00$ 85.00 3,825.00$ 85.00 3,825.00$ 35 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 18 inch Diam.26 LF 57.00 1,482.00$ 55.00 1,430.00$ 95.00 2,470.00$ 36 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 24 inch Diam.650 LF 61.00 39,650.00$ 84.00 54,600.00$ 78.00 50,700.00$ 37 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 30 inch Diam.2615 LF 88.00 230,120.00$ 130.00 339,950.00$ 140.00 366,100.00$ 38 7-04 Ductile Iron Storm Pipe, Special Class 52, 12" Dia.680 LF 66.00 44,880.00$ 85.00 57,800.00$ 85.00 57,800.00$ 39 7-04 Storm Sewer Television Inspection 3340 LF 1.50 5,010.00$ 2.00 6,680.00$ 3.00 10,020.00$ 40 7-04 Temporary Storm Sewer Bypass 15 DAY 100.00 1,500.00$ 1,800.00 27,000.00$ 500.00 7,500.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 5 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Northwest Cascade, Inc SCI Infrastructure, LLC Titan Earthwork 10412 John Bananola Way E 2825 South 154th St 13806 16th St East Puyallup, WA 98373 Seattle, WA 98188 Sumner, WA 98390 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 41 7-05 Manhole Type 1, 48-inch Diameter 2 EA 3,300.00 6,600.00$ 2,850.00 5,700.00$ 3,650.00 7,300.00$ 42 7-05 Manhole Type 1, 54-inch Diameter 12 EA 3,800.00 45,600.00$ 4,000.00 48,000.00$ 3,750.00 45,000.00$ 43 7-05 Manhole Type 3, 54-inch Diameter 2 EA 3,700.00 7,400.00$ 4,000.00 8,000.00$ 4,000.00 8,000.00$ 44 7-05 Manhole Type 3, 60-inch Diameter with Weir 1 EA 4,800.00 4,800.00$ 3,400.00 3,400.00$ 5,000.00 5,000.00$ 45 7-05 Catch Basin Type 1 35 EA 1,025.00 35,875.00$ 1,100.00 38,500.00$ 1,400.00 49,000.00$ 46 7-05 Catch Basin Type 2, 48" Diameter 3 EA 3,000.00 9,000.00$ 2,100.00 6,300.00$ 3,500.00 10,500.00$ 47 7-05 Catch Basin Type 2, 54" Diameter with Grated Lid (Overflow Structure)1 EA 4,500.00 4,500.00$ 3,100.00 3,100.00$ 3,800.00 3,800.00$ 48 7-05 Connect to Existing Catch Basin or Manhole 1 EA 1,140.00 1,140.00$ 300.00 300.00$ 2,000.00 2,000.00$ 49 7-08 Pipe Foundation Material 150 TON 30.00 4,500.00$ 20.00 3,000.00$ 20.00 3,000.00$ 50 7-08 Controlled Density Fill (CDF) for Trench Backfill 45 CY 150.00 6,750.00$ 115.00 5,175.00$ 130.00 5,850.00$ 51 7-08 Controlled Density Fill (CDF) for Filling Pipe 30 CY 150.00 4,500.00$ 200.00 6,000.00$ 250.00 7,500.00$ 52 7-08 Shoring or Extra Excavation Class B 4400 SF 0.10 440.00$ 0.75 3,300.00$ 1.00 4,400.00$ 53 7-08 Imported Pipe Bedding 3200 TON 8.50 27,200.00$ 12.60 40,320.00$ 22.00 70,400.00$ 54 7-08 Select Pipe Trench Backfill 600 TON 22.00 13,200.00$ 15.00 9,000.00$ 22.00 13,200.00$ 55 7-08 Imported Pipe Trench Backfill 2750 TON 22.00 60,500.00$ 15.00 41,250.00$ 22.00 60,500.00$ 56 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.10,000.00 10,000.00$ 10,000.00 10,000.00$ 10,000.00 10,000.00$ 57 8-01 ECS Lead (Minimum Bid $150 per Day)28 DAY 150.00 4,200.00$ 150.00 4,200.00$ 150.00 4,200.00$ 58 8-01 Stabilized Construction Entrance 140 SY 15.00 2,100.00$ 7.00 980.00$ 25.00 3,500.00$ 59 8-01 Inlet Protection 41 EA 42.00 1,722.00$ 85.00 3,485.00$ 50.00 2,050.00$ 60 8-01 Plastic Covering 850 SY 1.00 850.00$ 2.00 1,700.00$ 3.00 2,550.00$ 61 8-01 Hydroseeding with Moderate-Term Mulch 8500 SY 0.70 5,950.00$ 0.75 6,375.00$ 1.00 8,500.00$ 62 8-02 Top Soil Type A 960 CY 50.00 48,000.00$ 36.00 34,560.00$ 50.00 48,000.00$ 63 8-02 Lawn Sod 70 SY 20.00 1,400.00$ 20.00 1,400.00$ 22.00 1,540.00$ 64 8-04 Cement Concrete Traffic Curb and Gutter 600 LF 27.00 16,200.00$ 27.50 16,500.00$ 35.00 21,000.00$ 65 8-06 Residential Driveway Apron 20 SY 76.00 1,520.00$ 52.00 1,040.00$ 80.00 1,600.00$ 66 8-06 Industrial or Commercial Driveway Apron 30 SY 76.00 2,280.00$ 60.00 1,800.00$ 80.00 2,400.00$ 67 8-09 Raised Pavement Marker (Type 2)140 EA 4.25 595.00$ 4.00 560.00$ 11.00 1,540.00$ 68 8-12 Double 14 Ft. Chain Link Gate 2 EA 1,500.00 3,000.00$ 2,000.00 4,000.00$ 2,000.00 4,000.00$ 69 8-13 Monument Type B (Modified)5 EA 130.00 650.00$ 450.00 2,250.00$ 1,000.00 5,000.00$ 70 8-14 Cement Concrete Curb Ramp 10 EA 2,560.00 25,600.00$ 2,000.00 20,000.00$ 2,000.00 20,000.00$ 71 8-14 Cement Concrete Sidewalk 170 SY 60.00 10,200.00$ 45.50 7,735.00$ 45.00 7,650.00$ 72 8-15 Quarry Spalls 300 TON 25.00 7,500.00$ 30.00 9,000.00$ 25.00 7,500.00$ 73 8-15 Hand Placed Riprap 35 CY 100.00 3,500.00$ 100.00 3,500.00$ 50.00 1,750.00$ 74 8-20 Induction Loop Vehicle Detectors 4 EA 900.00 3,600.00$ 950.00 3,800.00$ 1,100.00 4,400.00$ 75 8-20 Temporary Video Detection System Complete 1 LS 2,475.00 2,475.00$ 2,500.00 2,500.00$ 9,600.00 9,600.00$ 76 8-21 Traffic Sign 6 EA 235.00 1,410.00$ 350.00 2,100.00$ 1,500.00 9,000.00$ 77 8-21 Relocate Permanent Traffic Sign and Post 2 EA 300.00 600.00$ 350.00 700.00$ 300.00 600.00$ 78 8-21 Remove Traffic Sign 1 EA 130.00 130.00$ 200.00 200.00$ 400.00 400.00$ 79 8-22 Paint Line 5830 LF 0.40 2,332.00$ 0.40 2,332.00$ 0.40 2,332.00$ 80 8-22 Plastic Wide Lane Line 110 LF 6.60 726.00$ 6.20 682.00$ 7.00 770.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 6 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Northwest Cascade, Inc SCI Infrastructure, LLC Titan Earthwork 10412 John Bananola Way E 2825 South 154th St 13806 16th St East Puyallup, WA 98373 Seattle, WA 98188 Sumner, WA 98390 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 81 8-22 Painted Wide Line 2805 LF 0.40 1,122.00$ 0.40 1,122.00$ 0.40 1,122.00$ 82 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)660 LF 8.50 5,610.00$ 8.50 5,610.00$ 9.00 5,940.00$ 83 8-22 Painted Bicycle Lane Symbol 10 EA 90.00 900.00$ 90.00 900.00$ 95.00 950.00$ 84 8-22 Plastic Traffic Arrow 2 EA 385.00 770.00$ 360.00 720.00$ 400.00 800.00$ 85 8-22 Plastic Traffic Letter 4 EA 130.00 520.00$ 130.00 520.00$ 135.00 540.00$ 86 8-22 Temporary Pavement Markings 5280 LF 0.15 792.00$ 0.25 1,320.00$ 0.20 1,056.00$ Schedule Subtotal 1,493,921.00$ 1,675,956.50$ 1,821,170.00$ No Tax Applicable SCHEDULE TOTAL 1,493,921.00$ 1,675,956.50$ 1,821,170.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 7 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 DPK, Inc R.W. Scott Construction James W. Fowler Company 7829 S. 206th St 4005 West Valley Highway N 12775 West View Drive Kent, WA 98032 Auburn, WA 98001 Dallas, OR 97338 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 1-04 Minor Changes 1 Eq. Adj.15,000.00 15,000.00$ 15,000.00 15,000.00$ 15,000.00 15,000.00$ 2 1-05 Record Drawings (Minimum Bid $500)1 LS 1,000.00 1,000.00$ 1,500.00 1,500.00$ 750.00 750.00$ 3 1-07 SPCC Plan 1 LS 1,000.00 1,000.00$ 1,000.00 1,000.00$ 1,600.00 1,600.00$ 4 1-07 Utility Potholing 25 EA 350.00 8,750.00$ 300.00 7,500.00$ 500.00 12,500.00$ 5 1-09 Mobilization 1 LS 143,000.00 143,000.00$ 218,600.00 218,600.00$ 220,000.00 220,000.00$ 6 1-09 Construction Site Sign(s)1 EA 900.00 900.00$ 750.00 750.00$ 550.00 550.00$ 7 1-10 Traffic Control Supervisor 1 LS 20,000.00 20,000.00$ 18,000.00 18,000.00$ 8,500.00 8,500.00$ 8 1-10 Traffic Control Labor - (Min. Bid $38.00 per hour)800 HR 43.00 34,400.00$ 52.00 41,600.00$ 53.00 42,400.00$ 9 1-10 Sequential Arrow Sign 10 Day 10.00 100.00$ 60.00 600.00$ 60.00 600.00$ 10 1-10 Portable Changeable Message Sign 30 Day 20.00 600.00$ 60.00 1,800.00$ 140.00 4,200.00$ 11 1-10 Outside Agency Uniformed Police Flagging Labor 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 12 2-02 Remove and Reset Fencing 30 LF 35.00 1,050.00$ 30.00 900.00$ 32.00 960.00$ 13 2-02 Remove or Abandon Catch Basin or Manhole 22 EA 750.00 16,500.00$ 300.00 6,600.00$ 700.00 15,400.00$ 14 2-02 Remove and Modify Existing Flow Control Structures 1 LS 2,000.00 2,000.00$ 5,000.00 5,000.00$ 9,500.00 9,500.00$ 15 2-02 Remove Tree 1 EA 2,300.00 2,300.00$ 3,500.00 3,500.00$ 900.00 900.00$ 16 2-02 Remove Pipe 3800 LF 11.00 41,800.00$ 8.00 30,400.00$ 5.00 19,000.00$ 17 2-02 Remove Asphalt Pavement 30 SY 17.00 510.00$ 10.00 300.00$ 10.00 300.00$ 18 2-02 Remove Cement Concrete Flat Work 370 SY 23.00 8,510.00$ 10.00 3,700.00$ 5.50 2,035.00$ 19 2-02 Remove Cement Concrete Curb and Gutter 600 LF 10.00 6,000.00$ 5.00 3,000.00$ 4.00 2,400.00$ 20 2-03 Roadway Excavation Including Haul 1430 CY 17.00 24,310.00$ 18.50 26,455.00$ 55.00 78,650.00$ 21 2-03 Pond Excavation Including Haul 10500 CY 30.00 315,000.00$ 17.00 178,500.00$ 25.00 262,500.00$ 22 2-03 Unsuitable Foundation Excavation 75 CY 24.00 1,800.00$ 22.00 1,650.00$ 55.00 4,125.00$ 23 2-03 Sand Drainage Blanket 2950 TON 18.00 53,100.00$ 18.65 55,017.50$ 28.00 82,600.00$ 24 2-06 Subgrade Preparation 4690 SY 1.00 4,690.00$ 1.50 7,035.00$ 9.00 42,210.00$ 25 2-12 Construction Geotextile for Permanent Erosion Control 80 SY 3.00 240.00$ 6.00 480.00$ 2.50 200.00$ 26 4-04 Crushed Surfacing Top Course 40 TON 30.00 1,200.00$ 40.00 1,600.00$ 25.00 1,000.00$ 27 4-04 Crushed Surfacing Base Course 1450 TON 24.00 34,800.00$ 22.00 31,900.00$ 25.00 36,250.00$ 28 5-04 Commercial HMA 10 TON 200.00 2,000.00$ 200.00 2,000.00$ 117.00 1,170.00$ 29 5-04 Asphalt Cold Patch 40 TON 120.00 4,800.00$ 145.00 5,800.00$ 100.00 4,000.00$ 30 5-04 Planing Bituminous Pavement 2010 SY 4.00 8,040.00$ 7.50 15,075.00$ 5.00 10,050.00$ 31 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)830 TON 77.00 63,910.00$ 76.00 63,080.00$ 73.00 60,590.00$ 32 5-04 HMA Cl. 1-inch PG 64-22 (Class E)850 TON 77.00 65,450.00$ 76.00 64,600.00$ 72.00 61,200.00$ 33 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, SDR-35, 12 inch Diam.380 LF 80.00 30,400.00$ 78.00 29,640.00$ 80.00 30,400.00$ 34 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, SDR-35, 15 inch Diam.45 LF 90.00 4,050.00$ 78.00 3,510.00$ 90.00 4,050.00$ 35 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 18 inch Diam.26 LF 100.00 2,600.00$ 100.00 2,600.00$ 145.00 3,770.00$ 36 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 24 inch Diam.650 LF 115.00 74,750.00$ 78.00 50,700.00$ 140.00 91,000.00$ 37 7-04 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, PS46, 30 inch Diam.2615 LF 125.00 326,875.00$ 154.53 404,095.95$ 180.00 470,700.00$ 38 7-04 Ductile Iron Storm Pipe, Special Class 52, 12" Dia.680 LF 90.00 61,200.00$ 85.00 57,800.00$ 110.00 74,800.00$ 39 7-04 Storm Sewer Television Inspection 3340 LF 5.00 16,700.00$ 2.00 6,680.00$ 1.25 4,175.00$ 40 7-04 Temporary Storm Sewer Bypass 15 DAY 700.00 10,500.00$ 700.00 10,500.00$ 1,100.00 16,500.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 8 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 DPK, Inc R.W. Scott Construction James W. Fowler Company 7829 S. 206th St 4005 West Valley Highway N 12775 West View Drive Kent, WA 98032 Auburn, WA 98001 Dallas, OR 97338 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 41 7-05 Manhole Type 1, 48-inch Diameter 2 EA 3,000.00 6,000.00$ 3,600.00 7,200.00$ 5,800.00 11,600.00$ 42 7-05 Manhole Type 1, 54-inch Diameter 12 EA 3,200.00 38,400.00$ 4,700.00 56,400.00$ 6,700.00 80,400.00$ 43 7-05 Manhole Type 3, 54-inch Diameter 2 EA 3,400.00 6,800.00$ 4,700.00 9,400.00$ 7,200.00 14,400.00$ 44 7-05 Manhole Type 3, 60-inch Diameter with Weir 1 EA 4,200.00 4,200.00$ 9,500.00 9,500.00$ 7,000.00 7,000.00$ 45 7-05 Catch Basin Type 1 35 EA 1,000.00 35,000.00$ 900.00 31,500.00$ 2,200.00 77,000.00$ 46 7-05 Catch Basin Type 2, 48" Diameter 3 EA 2,500.00 7,500.00$ 3,600.00 10,800.00$ 4,100.00 12,300.00$ 47 7-05 Catch Basin Type 2, 54" Diameter with Grated Lid (Overflow Structure)1 EA 3,600.00 3,600.00$ 5,000.00 5,000.00$ 4,500.00 4,500.00$ 48 7-05 Connect to Existing Catch Basin or Manhole 1 EA 2,500.00 2,500.00$ 1,000.00 1,000.00$ 1,300.00 1,300.00$ 49 7-08 Pipe Foundation Material 150 TON 33.00 4,950.00$ 20.00 3,000.00$ 17.00 2,550.00$ 50 7-08 Controlled Density Fill (CDF) for Trench Backfill 45 CY 105.00 4,725.00$ 100.00 4,500.00$ 90.00 4,050.00$ 51 7-08 Controlled Density Fill (CDF) for Filling Pipe 30 CY 240.00 7,200.00$ 215.00 6,450.00$ 150.00 4,500.00$ 52 7-08 Shoring or Extra Excavation Class B 4400 SF 0.10 440.00$ 2.00 8,800.00$ 2.00 8,800.00$ 53 7-08 Imported Pipe Bedding 3200 TON 18.00 57,600.00$ 18.00 57,600.00$ 20.00 64,000.00$ 54 7-08 Select Pipe Trench Backfill 600 TON 19.00 11,400.00$ 18.00 10,800.00$ 1.50 900.00$ 55 7-08 Imported Pipe Trench Backfill 2750 TON 17.00 46,750.00$ 18.00 49,500.00$ 20.00 55,000.00$ 56 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.10,000.00 10,000.00$ 10,000.00 10,000.00$ 10,000.00 10,000.00$ 57 8-01 ECS Lead (Minimum Bid $150 per Day)28 DAY 150.00 4,200.00$ 50.00 1,400.00$ 175.00 4,900.00$ 58 8-01 Stabilized Construction Entrance 140 SY 33.00 4,620.00$ 30.00 4,200.00$ 37.00 5,180.00$ 59 8-01 Inlet Protection 41 EA 65.00 2,665.00$ 78.00 3,198.00$ 185.00 7,585.00$ 60 8-01 Plastic Covering 850 SY 3.00 2,550.00$ 2.00 1,700.00$ 1.50 1,275.00$ 61 8-01 Hydroseeding with Moderate-Term Mulch 8500 SY 0.70 5,950.00$ 0.35 2,975.00$ 1.00 8,500.00$ 62 8-02 Top Soil Type A 960 CY 32.00 30,720.00$ 39.00 37,440.00$ 65.00 62,400.00$ 63 8-02 Lawn Sod 70 SY 9.00 630.00$ 10.00 700.00$ 2.00 140.00$ 64 8-04 Cement Concrete Traffic Curb and Gutter 600 LF 35.00 21,000.00$ 27.00 16,200.00$ 24.00 14,400.00$ 65 8-06 Residential Driveway Apron 20 SY 63.00 1,260.00$ 50.00 1,000.00$ 120.00 2,400.00$ 66 8-06 Industrial or Commercial Driveway Apron 30 SY 76.00 2,280.00$ 56.00 1,680.00$ 120.00 3,600.00$ 67 8-09 Raised Pavement Marker (Type 2)140 EA 4.00 560.00$ 5.00 700.00$ 22.00 3,080.00$ 68 8-12 Double 14 Ft. Chain Link Gate 2 EA 1,800.00 3,600.00$ 1,800.00 3,600.00$ 1,750.00 3,500.00$ 69 8-13 Monument Type B (Modified)5 EA 500.00 2,500.00$ 400.00 2,000.00$ 500.00 2,500.00$ 70 8-14 Cement Concrete Curb Ramp 10 EA 2,100.00 21,000.00$ 2,000.00 20,000.00$ 2,400.00 24,000.00$ 71 8-14 Cement Concrete Sidewalk 170 SY 56.00 9,520.00$ 43.00 7,310.00$ 60.00 10,200.00$ 72 8-15 Quarry Spalls 300 TON 26.00 7,800.00$ 28.00 8,400.00$ 30.00 9,000.00$ 73 8-15 Hand Placed Riprap 35 CY 80.00 2,800.00$ 50.00 1,750.00$ 250.00 8,750.00$ 74 8-20 Induction Loop Vehicle Detectors 4 EA 1,000.00 4,000.00$ 1,600.00 6,400.00$ 1,100.00 4,400.00$ 75 8-20 Temporary Video Detection System Complete 1 LS 8,000.00 8,000.00$ 8,800.00 8,800.00$ 9,200.00 9,200.00$ 76 8-21 Traffic Sign 6 EA 210.00 1,260.00$ 400.00 2,400.00$ 350.00 2,100.00$ 77 8-21 Relocate Permanent Traffic Sign and Post 2 EA 230.00 460.00$ 300.00 600.00$ 325.00 650.00$ 78 8-21 Remove Traffic Sign 1 EA 110.00 110.00$ 200.00 200.00$ 160.00 160.00$ 79 8-22 Paint Line 5830 LF 0.35 2,040.50$ 0.37 2,157.10$ 0.40 2,332.00$ 80 8-22 Plastic Wide Lane Line 110 LF 4.00 440.00$ 3.30 363.00$ 6.50 715.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 9 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:A - Storm Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 DPK, Inc R.W. Scott Construction James W. Fowler Company 7829 S. 206th St 4005 West Valley Highway N 12775 West View Drive Kent, WA 98032 Auburn, WA 98001 Dallas, OR 97338 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 81 8-22 Painted Wide Line 2805 LF 0.80 2,244.00$ 0.50 1,402.50$ 0.40 1,122.00$ 82 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)660 LF 8.00 5,280.00$ 10.00 6,600.00$ 8.50 5,610.00$ 83 8-22 Painted Bicycle Lane Symbol 10 EA 25.00 250.00$ 70.00 700.00$ 90.00 900.00$ 84 8-22 Plastic Traffic Arrow 2 EA 70.00 140.00$ 80.00 160.00$ 380.00 760.00$ 85 8-22 Plastic Traffic Letter 4 EA 70.00 280.00$ 50.00 200.00$ 135.00 540.00$ 86 8-22 Temporary Pavement Markings 5280 LF 0.30 1,584.00$ 0.50 2,640.00$ 0.15 792.00$ Schedule Subtotal 1,811,643.50$ 1,811,794.05$ 2,260,526.00$ No Tax Applicable SCHEDULE TOTAL 1,811,643.50$ 1,811,794.05$ 2,260,526.00$ BID TABULATION SCHEDULE SUMMARY 6/29/2015 (12:56 PM) h:\proj\bidtabs\CP1202 BT.xls 10 Project Name: CP1202, Auburn Way South Flooding Improvement Phase 2, Contract 15-01 Schedule No.:A - Storm Utility Improvement Prepared by:City of Auburn Bid Date: ENGINEER'S ESTIMATE:1,875,867.75$ AVERAGE BID AMOUNT:1,767,863.91$ BID SPREAD AMOUNT:766,605.00$ BID Amount Spread $Spread % LOW BIDDER:Northwest Cascade, Inc 1,493,921.00$ (381,946.75)$ -20.36% Second Bidder:R.L. Alia Company 1,551,844.45$ (324,023.30)$ -17.27% Basic BID (Tax not Included) R.L. Alia Company 1,551,844.45$ Johansen Excavating 1,716,055.75$ Northwest Cascade, Inc 1,493,921.00$ SCI Infrastructure, LLC 1,675,956.50$ Titan Earthwork 1,821,170.00$ DPK, Inc 1,811,643.50$ R.W. Scott Construction 1,811,794.05$ James W. Fowler Company 2,260,526.00$ 6/25/15 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 11 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:B - Water Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Engineer's Estimate R.L. Alia Company Johansen Excavating 107 Williams Ave S PO Box 674 Renton, WA 98057 Buckley, WA 98321 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 87 1-04 Minor Changes 1 Eq. Adj.10,000.00 10,000.00$ 10,000.00 10,000.00$ 10,000.00 10,000.00$ 88 1-05 Record Drawings (Minimum Bid $500)1 LS 3,000.00 3,000.00$ 2,000.00 2,000.00$ 500.00 500.00$ 89 1-07 Utility Potholing 20 EA 350.00 7,000.00$ 50.00 1,000.00$ 395.00 7,900.00$ 90 1-09 Mobilization 1 LS 40,700.00 40,700.00$ 30,000.00 30,000.00$ 50,000.00 50,000.00$ 91 1-09 Construction Site Sign(s)1 EA 1,000.00 1,000.00$ 50.00 50.00$ 1,100.00 1,100.00$ 92 1-10 Traffic Control Supervisor 1 LS 14,500.00 14,500.00$ 2,000.00 2,000.00$ 3,700.00 3,700.00$ 93 1-10 Traffic Control Labor - (Min. Bid $38.00 per hour)500 HR 50.00 25,000.00$ 50.00 25,000.00$ 45.00 22,500.00$ 94 1-10 Sequential Arrow Sign 10 Day 50.00 500.00$ 100.00 1,000.00$ 250.00 2,500.00$ 95 1-10 Portable Changeable Message Sign 20 Day 110.00 2,200.00$ 125.00 2,500.00$ 250.00 5,000.00$ 96 1-10 Outside Agency Uniformed Police Flagging Labor 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 97 2-02 Remove Valve Box 16 EA 150.00 2,400.00$ 50.00 800.00$ 110.00 1,760.00$ 98 2-02 Remove Asphalt Pavement 25 SY 9.00 225.00$ 40.00 1,000.00$ 20.00 500.00$ 99 2-02 Remove Cement Concrete Flat Work 300 SY 14.00 4,200.00$ 10.00 3,000.00$ 11.00 3,300.00$ 100 2-02 Remove Cement Concrete Curb and Gutter 480 LF 4.50 2,160.00$ 2.00 960.00$ 9.00 4,320.00$ 101 2-02 Remove Fire Hydrant 6 EA 800.00 4,800.00$ 1.50 9.00$ 450.00 2,700.00$ 102 2-03 Roadway Excavation Including Haul 1255 CY 21.00 26,355.00$ 2.00 2,510.00$ 40.00 50,200.00$ 103 2-03 Unsuitable Foundation Excavation 50 CY 24.00 1,200.00$ 0.10 5.00$ 51.00 2,550.00$ 104 2-06 Subgrade Preparation 4100 SY 2.00 8,200.00$ 5.00 20,500.00$ 2.25 9,225.00$ 105 4-04 Crushed Surfacing Top Course 35 TON 28.00 980.00$ 40.00 1,400.00$ 65.00 2,275.00$ 106 4-04 Crushed Surfacing Base Course 1270 TON 21.00 26,670.00$ 20.00 25,400.00$ 20.00 25,400.00$ 107 5-04 Commercial HMA 5 TON 200.00 1,000.00$ 200.00 1,000.00$ 200.00 1,000.00$ 108 5-04 Asphalt Cold Patch 80 TON 130.00 10,400.00$ 4.00 320.00$ 135.00 10,800.00$ 109 5-04 Planing Bituminous Pavement 1760 SY 4.50 7,920.00$ 5.00 8,800.00$ 3.25 5,720.00$ 110 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)715 TON 85.00 60,775.00$ 85.00 60,775.00$ 72.00 51,480.00$ 111 5-04 HMA Cl. 1-inch PG 64-22 (Class E)740 TON 77.00 56,980.00$ 85.00 62,900.00$ 72.00 53,280.00$ 112 7-08 Pipe Foundation Material 100 TON 40.00 4,000.00$ 0.10 10.00$ 43.00 4,300.00$ 113 7-08 Imported Pipe Bedding 1000 TON 22.00 22,000.00$ 0.10 100.00$ 16.00 16,000.00$ 114 7-08 Select Pipe Trench Backfill 200 TON 22.00 4,400.00$ 0.10 20.00$ 19.00 3,800.00$ 115 7-08 Imported Pipe Trench Backfill 450 TON 24.00 10,800.00$ 0.10 45.00$ 16.00 7,200.00$ 116 7-08 Shoring or Extra Excavation Class B 3500 SF 0.25 875.00$ 0.10 350.00$ 0.65 2,275.00$ 117 7-08 Controlled Density Fill (CDF) for Trench Backfill 40 CY 105.00 4,200.00$ 100.00 4,000.00$ 160.00 6,400.00$ 118 7-09 Connect to Existing Water Main 16 EA 2,200.00 35,200.00$ 2,000.00 32,000.00$ 3,100.00 49,600.00$ 119 7-09 Special Class 52 Ductile Iron Pipe for Water Main, 8-inch Diameter 3500 LF 60.00 210,000.00$ 70.00 245,000.00$ 38.00 133,000.00$ 120 7-12 Gate Valve, 8-inch Diameter 36 EA 1,300.00 46,800.00$ 290.00 10,440.00$ 1,225.00 44,100.00$ 121 7-12 Gate Valve, 12-inch Diameter 2 EA 2,000.00 4,000.00$ 490.00 980.00$ 2,100.00 4,200.00$ 122 7-12 Adjust Valve Box 1 EA 375.00 375.00$ 100.00 100.00$ 300.00 300.00$ 123 7-12 Comb. Air Release/Air Vacuum Valve Assembly 1 EA 2,500.00 2,500.00$ 4,000.00 4,000.00$ 1,650.00 1,650.00$ 124 7-14 Hydrant Assembly 9 EA 4,750.00 42,750.00$ 5,000.00 45,000.00$ 4,700.00 42,300.00$ 125 7-15 Water Service Connection ¾-inch Meter with 1-inch Diam. Service Line 14 EA 1,600.00 22,400.00$ 1,500.00 21,000.00$ 1,050.00 14,700.00$ 126 7-15 Water Service Connection 1½-inch Meter with 1½-inch Diam. Service Line 1 EA 2,200.00 2,200.00$ 2,000.00 2,000.00$ 2,325.00 2,325.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 12 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:B - Water Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Engineer's Estimate R.L. Alia Company Johansen Excavating 107 Williams Ave S PO Box 674 Renton, WA 98057 Buckley, WA 98321 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 127 7-15 Water Service Connection 2-inch Meter with 2-inch Diam. Service Line 2 EA 3,600.00 7,200.00$ 3,000.00 6,000.00$ 3,000.00 6,000.00$ 128 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.4,000.00 4,000.00$ 4,000.00 4,000.00$ 4,000.00 4,000.00$ 129 8-01 ECS Lead (Minimum Bid $150 per Day)12 DAY 150.00 1,800.00$ 150.00 1,800.00$ 150.00 1,800.00$ 130 8-01 Stabilized Construction Entrance 60 SY 25.00 1,500.00$ 10.00 600.00$ 18.00 1,080.00$ 131 8-01 Inlet Protection 19 EA 70.00 1,330.00$ 10.00 190.00$ 58.00 1,102.00$ 132 8-01 Plastic Covering 375 SY 3.00 1,125.00$ 2.00 750.00$ 2.10 787.50$ 133 8-02 Lawn Sod 40 SY 10.00 400.00$ 15.00 600.00$ 22.03 881.20$ 134 8-02 Top Soil Type A 8 CY 40.00 320.00$ 4.00 32.00$ 22.03 176.24$ 135 8-04 Cement Concrete Traffic Curb and Gutter 480 LF 18.00 8,640.00$ 20.00 9,600.00$ 21.00 10,080.00$ 136 8-06 Residential Driveway Apron 20 SY 62.00 1,240.00$ 64.00 1,280.00$ 82.00 1,640.00$ 137 8-13 Monument Type B (Modified)2 EA 700.00 1,400.00$ 200.00 400.00$ 525.00 1,050.00$ 138 8-14 Cement Concrete Curb Ramp 8 EA 1,400.00 11,200.00$ 1,500.00 12,000.00$ 1,350.00 10,800.00$ 139 8-14 Cement Concrete Sidewalk 160 SY 40.00 6,400.00$ 30.00 4,800.00$ 60.00 9,600.00$ 140 8-20 Induction Loop Vehicle Detectors 2 EA 875.00 1,750.00$ 1,200.00 2,400.00$ 1,100.00 2,200.00$ 141 8-21 Traffic Sign 3 EA 300.00 900.00$ 600.00 1,800.00$ 360.00 1,080.00$ 142 8-21 Relocate Permanent Traffic Sign and Post 1 EA 150.00 150.00$ 200.00 200.00$ 325.00 325.00$ 143 8-21 Remove Traffic Sign 1 EA 120.00 120.00$ 100.00 100.00$ 165.00 165.00$ 144 8-22 Paint Line 2650 LF 0.40 1,060.00$ 0.34 901.00$ 0.35 927.50$ 145 8-22 Plastic Wide Lane Line 50 LF 4.50 225.00$ 9.00 450.00$ 6.00 300.00$ 146 8-22 Painted Wide Line 1275 LF 0.55 701.25$ 0.45 573.75$ 0.35 446.25$ 147 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)300 LF 7.50 2,250.00$ 10.00 3,000.00$ 8.00 2,400.00$ 148 8-22 Painted Bicycle Lane Symbol 5 EA 35.00 175.00$ 65.00 325.00$ 85.00 425.00$ 149 8-22 Plastic Traffic Arrow 1 EA 60.00 60.00$ 75.00 75.00$ 350.00 350.00$ 150 8-22 Plastic Traffic Letter 2 EA 60.00 120.00$ 45.00 90.00$ 125.00 250.00$ 151 8-22 Temporary Pavement Markings 2400 LF 0.25 600.00$ 0.10 240.00$ 0.15 360.00$ Schedule Subtotal 790,331.25$ 685,180.75$ 723,085.69$ Applied Tax 75,081.47$ 65,092.17$ 68,693.14$ SCHEDULE TOTAL 865,412.72$ 750,272.92$ 791,778.83$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 13 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:B - Water Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Northwest Cascade, Inc SCI Infrastructure, LLC Titan Earthwork 10412 John Bananola Way E 2825 South 154th St 13806 16th St East Puyallup, WA 98373 Seattle, WA 98188 Sumner, WA 98390 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 87 1-04 Minor Changes 1 Eq. Adj.10,000.00 10,000.00$ 10,000.00 10,000.00$ 10,000.00 10,000.00$ 88 1-05 Record Drawings (Minimum Bid $500)1 LS 500.00 500.00$ 1,500.00 1,500.00$ 500.00 500.00$ 89 1-07 Utility Potholing 20 EA 1,000.00 20,000.00$ 300.00 6,000.00$ 1,200.00 24,000.00$ 90 1-09 Mobilization 1 LS 500.00 500.00$ 5,400.00 5,400.00$ 22,000.00 22,000.00$ 91 1-09 Construction Site Sign(s)1 EA 475.00 475.00$ 500.00 500.00$ 1,000.00 1,000.00$ 92 1-10 Traffic Control Supervisor 1 LS 1,000.00 1,000.00$ 2,800.00 2,800.00$ 5,000.00 5,000.00$ 93 1-10 Traffic Control Labor - (Min. Bid $38.00 per hour)500 HR 55.00 27,500.00$ 50.00 25,000.00$ 60.00 30,000.00$ 94 1-10 Sequential Arrow Sign 10 Day 25.00 250.00$ 40.00 400.00$ 58.00 580.00$ 95 1-10 Portable Changeable Message Sign 20 Day 100.00 2,000.00$ 100.00 2,000.00$ 58.00 1,160.00$ 96 1-10 Outside Agency Uniformed Police Flagging Labor 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 97 2-02 Remove Valve Box 16 EA 250.00 4,000.00$ 400.00 6,400.00$ 175.00 2,800.00$ 98 2-02 Remove Asphalt Pavement 25 SY 12.00 300.00$ 30.00 750.00$ 25.00 625.00$ 99 2-02 Remove Cement Concrete Flat Work 300 SY 15.00 4,500.00$ 5.50 1,650.00$ 8.00 2,400.00$ 100 2-02 Remove Cement Concrete Curb and Gutter 480 LF 6.00 2,880.00$ 3.00 1,440.00$ 8.00 3,840.00$ 101 2-02 Remove Fire Hydrant 6 EA 700.00 4,200.00$ 450.00 2,700.00$ 550.00 3,300.00$ 102 2-03 Roadway Excavation Including Haul 1255 CY 22.00 27,610.00$ 29.00 36,395.00$ 25.00 31,375.00$ 103 2-03 Unsuitable Foundation Excavation 50 CY 34.00 1,700.00$ 22.00 1,100.00$ 25.00 1,250.00$ 104 2-06 Subgrade Preparation 4100 SY 1.00 4,100.00$ 0.50 2,050.00$ 4.00 16,400.00$ 105 4-04 Crushed Surfacing Top Course 35 TON 18.50 647.50$ 30.00 1,050.00$ 25.00 875.00$ 106 4-04 Crushed Surfacing Base Course 1270 TON 18.00 22,860.00$ 21.50 27,305.00$ 25.00 31,750.00$ 107 5-04 Commercial HMA 5 TON 168.00 840.00$ 200.00 1,000.00$ 400.00 2,000.00$ 108 5-04 Asphalt Cold Patch 80 TON 140.00 11,200.00$ 125.00 10,000.00$ 235.00 18,800.00$ 109 5-04 Planing Bituminous Pavement 1760 SY 5.00 8,800.00$ 3.80 6,688.00$ 6.00 10,560.00$ 110 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)715 TON 83.00 59,345.00$ 70.00 50,050.00$ 65.00 46,475.00$ 111 5-04 HMA Cl. 1-inch PG 64-22 (Class E)740 TON 80.00 59,200.00$ 69.50 51,430.00$ 65.00 48,100.00$ 112 7-08 Pipe Foundation Material 100 TON 30.00 3,000.00$ 14.00 1,400.00$ 22.00 2,200.00$ 113 7-08 Imported Pipe Bedding 1000 TON 8.50 8,500.00$ 14.00 14,000.00$ 22.00 22,000.00$ 114 7-08 Select Pipe Trench Backfill 200 TON 22.00 4,400.00$ 14.00 2,800.00$ 22.00 4,400.00$ 115 7-08 Imported Pipe Trench Backfill 450 TON 22.00 9,900.00$ 14.00 6,300.00$ 22.00 9,900.00$ 116 7-08 Shoring or Extra Excavation Class B 3500 SF 0.10 350.00$ 1.00 3,500.00$ 1.00 3,500.00$ 117 7-08 Controlled Density Fill (CDF) for Trench Backfill 40 CY 150.00 6,000.00$ 110.00 4,400.00$ 150.00 6,000.00$ 118 7-09 Connect to Existing Water Main 16 EA 1,900.00 30,400.00$ 2,200.00 35,200.00$ 4,000.00 64,000.00$ 119 7-09 Special Class 52 Ductile Iron Pipe for Water Main, 8-inch Diameter 3500 LF 34.00 119,000.00$ 57.00 199,500.00$ 50.00 175,000.00$ 120 7-12 Gate Valve, 8-inch Diameter 36 EA 1,150.00 41,400.00$ 1,600.00 57,600.00$ 1,600.00 57,600.00$ 121 7-12 Gate Valve, 12-inch Diameter 2 EA 2,050.00 4,100.00$ 2,450.00 4,900.00$ 2,500.00 5,000.00$ 122 7-12 Adjust Valve Box 1 EA 130.00 130.00$ 500.00 500.00$ 400.00 400.00$ 123 7-12 Comb. Air Release/Air Vacuum Valve Assembly 1 EA 2,450.00 2,450.00$ 2,500.00 2,500.00$ 2,700.00 2,700.00$ 124 7-14 Hydrant Assembly 9 EA 4,400.00 39,600.00$ 4,300.00 38,700.00$ 5,500.00 49,500.00$ 125 7-15 Water Service Connection ¾-inch Meter with 1-inch Diam. Service Line 14 EA 1,300.00 18,200.00$ 1,850.00 25,900.00$ 1,600.00 22,400.00$ 126 7-15 Water Service Connection 1½-inch Meter with 1½-inch Diam. Service Line 1 EA 3,000.00 3,000.00$ 3,500.00 3,500.00$ 3,500.00 3,500.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 14 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:B - Water Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Northwest Cascade, Inc SCI Infrastructure, LLC Titan Earthwork 10412 John Bananola Way E 2825 South 154th St 13806 16th St East Puyallup, WA 98373 Seattle, WA 98188 Sumner, WA 98390 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 127 7-15 Water Service Connection 2-inch Meter with 2-inch Diam. Service Line 2 EA 3,800.00 7,600.00$ 3,750.00 7,500.00$ 4,800.00 9,600.00$ 128 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.4,000.00 4,000.00$ 4,000.00 4,000.00$ 4,000.00 4,000.00$ 129 8-01 ECS Lead (Minimum Bid $150 per Day)12 DAY 150.00 1,800.00$ 150.00 1,800.00$ 150.00 1,800.00$ 130 8-01 Stabilized Construction Entrance 60 SY 15.00 900.00$ 7.00 420.00$ 30.00 1,800.00$ 131 8-01 Inlet Protection 19 EA 42.00 798.00$ 85.00 1,615.00$ 55.00 1,045.00$ 132 8-01 Plastic Covering 375 SY 1.00 375.00$ 2.00 750.00$ 3.00 1,125.00$ 133 8-02 Lawn Sod 40 SY 20.00 800.00$ 20.00 800.00$ 21.00 840.00$ 134 8-02 Top Soil Type A 8 CY 50.00 400.00$ 50.00 400.00$ 50.00 400.00$ 135 8-04 Cement Concrete Traffic Curb and Gutter 480 LF 27.00 12,960.00$ 27.40 13,152.00$ 80.00 38,400.00$ 136 8-06 Residential Driveway Apron 20 SY 76.00 1,520.00$ 52.00 1,040.00$ 80.00 1,600.00$ 137 8-13 Monument Type B (Modified)2 EA 130.00 260.00$ 450.00 900.00$ 1,000.00 2,000.00$ 138 8-14 Cement Concrete Curb Ramp 8 EA 2,560.00 20,480.00$ 2,000.00 16,000.00$ 2,000.00 16,000.00$ 139 8-14 Cement Concrete Sidewalk 160 SY 60.00 9,600.00$ 45.50 7,280.00$ 45.00 7,200.00$ 140 8-20 Induction Loop Vehicle Detectors 2 EA 900.00 1,800.00$ 950.00 1,900.00$ 1,100.00 2,200.00$ 141 8-21 Traffic Sign 3 EA 260.00 780.00$ 350.00 1,050.00$ 500.00 1,500.00$ 142 8-21 Relocate Permanent Traffic Sign and Post 1 EA 370.00 370.00$ 350.00 350.00$ 300.00 300.00$ 143 8-21 Remove Traffic Sign 1 EA 105.00 105.00$ 200.00 200.00$ 500.00 500.00$ 144 8-22 Paint Line 2650 LF 0.40 1,060.00$ 0.40 1,060.00$ 0.40 1,060.00$ 145 8-22 Plastic Wide Lane Line 50 LF 6.60 330.00$ 6.20 310.00$ 7.00 350.00$ 146 8-22 Painted Wide Line 1275 LF 0.40 510.00$ 0.40 510.00$ 0.40 510.00$ 147 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)300 LF 8.50 2,550.00$ 8.25 2,475.00$ 9.00 2,700.00$ 148 8-22 Painted Bicycle Lane Symbol 5 EA 90.00 450.00$ 100.00 500.00$ 95.00 475.00$ 149 8-22 Plastic Traffic Arrow 1 EA 385.00 385.00$ 360.00 360.00$ 380.00 380.00$ 150 8-22 Plastic Traffic Letter 2 EA 130.00 260.00$ 130.00 260.00$ 135.00 270.00$ 151 8-22 Temporary Pavement Markings 2400 LF 0.15 360.00$ 0.25 600.00$ 0.20 480.00$ Schedule Subtotal 640,290.50$ 724,540.00$ 844,425.00$ Applied Tax 60,827.60$ 68,831.30$ 80,220.38$ SCHEDULE SUBTOTAL 701,118.10$ 793,371.30$ 924,645.38$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 15 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:B - Water Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 DPK, Inc R.W. Scott Construction James W. Fowler Company 7829 S. 206th St 4005 West Valley Highway N 12775 West View Drive Kent, WA 98032 Auburn, WA 98001 Dallas, OR 97338 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 87 1-04 Minor Changes 1 Eq. Adj.10,000.00 10,000.00$ 10,000.00 10,000.00$ 10,000.00 10,000.00$ 88 1-05 Record Drawings (Minimum Bid $500)1 LS 1,000.00 1,000.00$ 2,500.00 2,500.00$ 550.00 550.00$ 89 1-07 Utility Potholing 20 EA 350.00 7,000.00$ 300.00 6,000.00$ 500.00 10,000.00$ 90 1-09 Mobilization 1 LS 40,000.00 40,000.00$ 82,000.00 82,000.00$ 90,000.00 90,000.00$ 91 1-09 Construction Site Sign(s)1 EA 900.00 900.00$ 750.00 750.00$ 550.00 550.00$ 92 1-10 Traffic Control Supervisor 1 LS 15,000.00 15,000.00$ 12,000.00 12,000.00$ 7,500.00 7,500.00$ 93 1-10 Traffic Control Labor - (Min. Bid $38.00 per hour)500 HR 43.00 21,500.00$ 52.00 26,000.00$ 53.00 26,500.00$ 94 1-10 Sequential Arrow Sign 10 Day 10.00 100.00$ 60.00 600.00$ 60.00 600.00$ 95 1-10 Portable Changeable Message Sign 20 Day 20.00 400.00$ 60.00 1,200.00$ 140.00 2,800.00$ 96 1-10 Outside Agency Uniformed Police Flagging Labor 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 97 2-02 Remove Valve Box 16 EA 150.00 2,400.00$ 150.00 2,400.00$ 230.00 3,680.00$ 98 2-02 Remove Asphalt Pavement 25 SY 17.00 425.00$ 25.00 625.00$ 10.00 250.00$ 99 2-02 Remove Cement Concrete Flat Work 300 SY 23.00 6,900.00$ 10.00 3,000.00$ 5.50 1,650.00$ 100 2-02 Remove Cement Concrete Curb and Gutter 480 LF 10.00 4,800.00$ 6.00 2,880.00$ 4.00 1,920.00$ 101 2-02 Remove Fire Hydrant 6 EA 600.00 3,600.00$ 1,800.00 10,800.00$ 700.00 4,200.00$ 102 2-03 Roadway Excavation Including Haul 1255 CY 17.00 21,335.00$ 18.50 23,217.50$ 50.00 62,750.00$ 103 2-03 Unsuitable Foundation Excavation 50 CY 24.00 1,200.00$ 40.00 2,000.00$ 50.00 2,500.00$ 104 2-06 Subgrade Preparation 4100 SY 1.00 4,100.00$ 1.50 6,150.00$ 9.00 36,900.00$ 105 4-04 Crushed Surfacing Top Course 35 TON 30.00 1,050.00$ 30.00 1,050.00$ 25.00 875.00$ 106 4-04 Crushed Surfacing Base Course 1270 TON 24.00 30,480.00$ 22.00 27,940.00$ 24.00 30,480.00$ 107 5-04 Commercial HMA 5 TON 200.00 1,000.00$ 200.00 1,000.00$ 125.00 625.00$ 108 5-04 Asphalt Cold Patch 80 TON 120.00 9,600.00$ 145.00 11,600.00$ 100.00 8,000.00$ 109 5-04 Planing Bituminous Pavement 1760 SY 4.00 7,040.00$ 7.50 13,200.00$ 5.00 8,800.00$ 110 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)715 TON 77.00 55,055.00$ 74.00 52,910.00$ 70.00 50,050.00$ 111 5-04 HMA Cl. 1-inch PG 64-22 (Class E)740 TON 77.00 56,980.00$ 73.00 54,020.00$ 68.00 50,320.00$ 112 7-08 Pipe Foundation Material 100 TON 33.00 3,300.00$ 20.00 2,000.00$ 15.00 1,500.00$ 113 7-08 Imported Pipe Bedding 1000 TON 18.00 18,000.00$ 18.00 18,000.00$ 19.00 19,000.00$ 114 7-08 Select Pipe Trench Backfill 200 TON 19.00 3,800.00$ 18.00 3,600.00$ 1.50 300.00$ 115 7-08 Imported Pipe Trench Backfill 450 TON 17.00 7,650.00$ 20.00 9,000.00$ 19.00 8,550.00$ 116 7-08 Shoring or Extra Excavation Class B 3500 SF 0.10 350.00$ 1.00 3,500.00$ 1.00 3,500.00$ 117 7-08 Controlled Density Fill (CDF) for Trench Backfill 40 CY 105.00 4,200.00$ 100.00 4,000.00$ 80.00 3,200.00$ 118 7-09 Connect to Existing Water Main 16 EA 3,500.00 56,000.00$ 500.00 8,000.00$ 2,000.00 32,000.00$ 119 7-09 Special Class 52 Ductile Iron Pipe for Water Main, 8-inch Diameter 3500 LF 55.00 192,500.00$ 80.00 280,000.00$ 70.00 245,000.00$ 120 7-12 Gate Valve, 8-inch Diameter 36 EA 1,500.00 54,000.00$ 1,350.00 48,600.00$ 1,000.00 36,000.00$ 121 7-12 Gate Valve, 12-inch Diameter 2 EA 2,000.00 4,000.00$ 2,300.00 4,600.00$ 2,000.00 4,000.00$ 122 7-12 Adjust Valve Box 1 EA 550.00 550.00$ 400.00 400.00$ 250.00 250.00$ 123 7-12 Comb. Air Release/Air Vacuum Valve Assembly 1 EA 3,300.00 3,300.00$ 3,900.00 3,900.00$ 5,000.00 5,000.00$ 124 7-14 Hydrant Assembly 9 EA 4,000.00 36,000.00$ 5,700.00 51,300.00$ 6,000.00 54,000.00$ 125 7-15 Water Service Connection ¾-inch Meter with 1-inch Diam. Service Line 14 EA 2,000.00 28,000.00$ 1,600.00 22,400.00$ 1,600.00 22,400.00$ 126 7-15 Water Service Connection 1½-inch Meter with 1½-inch Diam. Service Line 1 EA 3,900.00 3,900.00$ 3,500.00 3,500.00$ 3,200.00 3,200.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 16 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:B - Water Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 DPK, Inc R.W. Scott Construction James W. Fowler Company 7829 S. 206th St 4005 West Valley Highway N 12775 West View Drive Kent, WA 98032 Auburn, WA 98001 Dallas, OR 97338 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 127 7-15 Water Service Connection 2-inch Meter with 2-inch Diam. Service Line 2 EA 4,500.00 9,000.00$ 5,000.00 10,000.00$ 3,400.00 6,800.00$ 128 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.4,000.00 4,000.00$ 4,000.00 4,000.00$ 4,000.00 4,000.00$ 129 8-01 ECS Lead (Minimum Bid $150 per Day)12 DAY 150.00 1,800.00$ 150.00 1,800.00$ 175.00 2,100.00$ 130 8-01 Stabilized Construction Entrance 60 SY 33.00 1,980.00$ 30.00 1,800.00$ 35.00 2,100.00$ 131 8-01 Inlet Protection 19 EA 65.00 1,235.00$ 78.00 1,482.00$ 185.00 3,515.00$ 132 8-01 Plastic Covering 375 SY 3.00 1,125.00$ 2.00 750.00$ 1.50 562.50$ 133 8-02 Lawn Sod 40 SY 9.00 360.00$ 10.00 400.00$ 2.00 80.00$ 134 8-02 Top Soil Type A 8 CY 45.00 360.00$ 80.00 640.00$ 75.00 600.00$ 135 8-04 Cement Concrete Traffic Curb and Gutter 480 LF 32.00 15,360.00$ 27.00 12,960.00$ 24.00 11,520.00$ 136 8-06 Residential Driveway Apron 20 SY 65.00 1,300.00$ 50.00 1,000.00$ 120.00 2,400.00$ 137 8-13 Monument Type B (Modified)2 EA 500.00 1,000.00$ 400.00 800.00$ 500.00 1,000.00$ 138 8-14 Cement Concrete Curb Ramp 8 EA 2,100.00 16,800.00$ 2,000.00 16,000.00$ 2,400.00 19,200.00$ 139 8-14 Cement Concrete Sidewalk 160 SY 57.00 9,120.00$ 43.00 6,880.00$ 60.00 9,600.00$ 140 8-20 Induction Loop Vehicle Detectors 2 EA 1,500.00 3,000.00$ 1,600.00 3,200.00$ 1,100.00 2,200.00$ 141 8-21 Traffic Sign 3 EA 210.00 630.00$ 350.00 1,050.00$ 350.00 1,050.00$ 142 8-21 Relocate Permanent Traffic Sign and Post 1 EA 230.00 230.00$ 350.00 350.00$ 325.00 325.00$ 143 8-21 Remove Traffic Sign 1 EA 110.00 110.00$ 250.00 250.00$ 165.00 165.00$ 144 8-22 Paint Line 2650 LF 0.36 954.00$ 0.37 980.50$ 0.40 1,060.00$ 145 8-22 Plastic Wide Lane Line 50 LF 4.00 200.00$ 10.85 542.50$ 6.50 325.00$ 146 8-22 Painted Wide Line 1275 LF 1.00 1,275.00$ 0.50 637.50$ 0.40 510.00$ 147 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)300 LF 8.00 2,400.00$ 11.00 3,300.00$ 8.50 2,550.00$ 148 8-22 Painted Bicycle Lane Symbol 5 EA 25.00 125.00$ 75.00 375.00$ 90.00 450.00$ 149 8-22 Plastic Traffic Arrow 1 EA 70.00 70.00$ 80.00 80.00$ 380.00 380.00$ 150 8-22 Plastic Traffic Letter 2 EA 70.00 140.00$ 50.00 100.00$ 135.00 270.00$ 151 8-22 Temporary Pavement Markings 2400 LF 0.30 720.00$ 0.40 960.00$ 0.15 360.00$ Schedule Subtotal 795,709.00$ 891,980.00$ 927,522.50$ Applied Tax 75,592.36$ 84,738.10$ 88,114.64$ SCHEDULE TOTAL 871,301.36$ 976,718.10$ 1,015,637.14$ BID TABULATION SCHEDULE SUMMARY 6/29/2015 (12:56 PM) h:\proj\bidtabs\CP1202 BT.xls 17 Project Name: CP1202, Auburn Way South Flooding Improvement Phase 2, Contract 15-01 Schedule No.:B - Water Utility Improvement Prepared by: City of Auburn Bid Date: ENGINEER'S ESTIMATE:865,412.72$ AVERAGE BID AMOUNT:779,091.68$ BID SPREAD AMOUNT:287,232.00$ BID Amount Spread $Spread % LOW BIDDER:Northwest Cascade, Inc 640,290.50$ (225,122.22)$ -26.01% Second Bidder:R.L. Alia Company 685,180.75$ (180,231.97)$ -20.83% Basic BID (Tax not Included) R.L. Alia Company 685,180.75$ Johansen Excavating 723,085.69$ Northwest Cascade, Inc 640,290.50$ SCI Infrastructure, LLC 724,540.00$ Titan Earthwork 844,425.00$ DPK, Inc 795,709.00$ R.W. Scott Construction 891,980.00$ James W. Fowler Company 927,522.50$ 6/25/15 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 18 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:C - Sanitary Sewer Utility Improvement Prepared By:City of Auburn Bid Date:42180 Engineer's Estimate R.L. Alia Company Johansen Excavating 107 Williams Ave S PO Box 674 Renton, WA 98057 Buckley, WA 98321 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 152 1-04 Minor Changes 1 Eq. Adj.7,500.00 7,500.00$ 7,500.00 7,500.00$ 7,500.00 7,500.00$ 153 1-05 Record Drawings (Minimum Bid $500)1 LS 2,000.00 2,000.00$ 2,000.00 2,000.00$ 500.00 500.00$ 154 1-07 Utility Potholing 18 EA 350.00 6,300.00$ 50.00 900.00$ 395.00 7,110.00$ 155 1-09 Mobilization 1 LS 49,000.00 49,000.00$ 30,000.00 30,000.00$ 12,500.00 12,500.00$ 156 1-10 Traffic Control Supervisor 1 LS 10,700.00 10,700.00$ 2,000.00 2,000.00$ 2,650.00 2,650.00$ 157 1-10 Traffic Control Labor (Min. Bid $38.00 per hour)300 HR 50.00 15,000.00$ 50.00 15,000.00$ 45.00 13,500.00$ 158 1-10 Portable Changeable Message Sign 10 Day 110.00 1,100.00$ 125.00 1,250.00$ 250.00 2,500.00$ 159 2-02 Remove or Abandon Catch Basin or Manhole 10 EA 600.00 6,000.00$ 200.00 2,000.00$ 215.00 2,150.00$ 160 2-02 Remove Pipe 2700 LF 10.00 27,000.00$ 2.00 5,400.00$ 10.00 27,000.00$ 161 2-02 Remove Asphalt Pavement 25 SY 9.00 225.00$ 40.00 1,000.00$ 21.00 525.00$ 162 2-02 Remove Cement Concrete Flat Work 210 SY 14.00 2,940.00$ 10.00 2,100.00$ 11.00 2,310.00$ 163 2-02 Remove Cement Concrete Curb and Gutter 330 LF 4.50 1,485.00$ 2.00 660.00$ 8.50 2,805.00$ 164 2-03 Roadway Excavation Including Haul 900 CY 21.00 18,900.00$ 2.00 1,800.00$ 36.00 32,400.00$ 165 2-03 Unsuitable Foundation Excavation 30 CY 24.00 720.00$ 0.10 3.00$ 51.00 1,530.00$ 166 2-06 Subgrade Preparation 2930 SY 2.00 5,860.00$ 5.00 14,650.00$ 2.50 7,325.00$ 167 4-04 Crushed Surfacing Top Course 25 TON 28.00 700.00$ 40.00 1,000.00$ 60.00 1,500.00$ 168 4-04 Crushed Surfacing Base Course 900 TON 21.00 18,900.00$ 20.00 18,000.00$ 20.00 18,000.00$ 169 5-04 Commercial HMA 5 TON 200.00 1,000.00$ 200.00 1,000.00$ 195.00 975.00$ 170 5-04 Asphalt Cold Patch 40 TON 130.00 5,200.00$ 4.00 160.00$ 135.00 5,400.00$ 171 5-04 Planing Bituminous Pavement 1260 SY 4.50 5,670.00$ 5.00 6,300.00$ 3.15 3,969.00$ 172 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)510 TON 85.00 43,350.00$ 85.00 43,350.00$ 72.00 36,720.00$ 173 5-04 HMA Cl. 1-inch PG 64-22 (Class E)520 TON 77.00 40,040.00$ 85.00 44,200.00$ 72.00 37,440.00$ 174 7-05 Manhole Type 3, 48-inch Diameter 10 EA 3,000.00 30,000.00$ 5,000.00 50,000.00$ 1,850.00 18,500.00$ 175 7-08 Pipe Foundation Material 60 TON 40.00 2,400.00$ 0.10 6.00$ 43.00 2,580.00$ 176 7-08 Imported Pipe Bedding 1000 TON 22.00 22,000.00$ 5.00 5,000.00$ 16.00 16,000.00$ 177 7-08 Select Pipe Trench Backfill 250 TON 22.00 5,500.00$ 0.10 25.00$ 18.50 4,625.00$ 178 7-08 Imported Pipe Trench Backfill 700 TON 24.00 16,800.00$ 0.10 70.00$ 16.00 11,200.00$ 179 7-08 Shoring or Extra Excavation Class B 2100 SF 0.25 525.00$ 0.10 210.00$ 1.35 2,835.00$ 180 7-08 Controlled Density Fill (CDF) for Trench Backfill 40 CY 105.00 4,200.00$ 100.00 4,000.00$ 155.00 6,200.00$ 181 7-17 Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe, SDR-35, 10-inch Diam.2020 LF 70.00 141,400.00$ 110.00 222,200.00$ 30.50 61,610.00$ 182 7-17 Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe, SDR-35, 8-inch Diam.75 LF 60.00 4,500.00$ 100.00 7,500.00$ 62.00 4,650.00$ 183 7-17 Sewer Television Inspection 2100 LF 3.20 6,720.00$ 6.00 12,600.00$ 2.50 5,250.00$ 184 7-17 Temporary Sanitary Sewer Bypass 1 LS 15,000.00 15,000.00$ 1,500.00 1,500.00$ 3,180.00 3,180.00$ 185 7-18 6 inch Diam. PVC Side Sewer with 6 inch Diam. PVC Cleanout 610 LF 65.00 39,650.00$ 100.00 61,000.00$ 91.00 55,510.00$ 186 7-18 8 inch Diam. PVC Side Sewer with 8 inch Diam. PVC Cleanout 75 LF 75.00 5,625.00$ 100.00 7,500.00$ 44.50 3,337.50$ 187 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.3,000.00 3,000.00$ 3,000.00 3,000.00$ 3,000.00 3,000.00$ 188 8-01 ECS Lead (Minimum Bid $150 per Day)10 DAY 150.00 1,500.00$ 150.00 1,500.00$ 150.00 1,500.00$ 189 8-01 Stabilized Construction Entrance 50 SY 25.00 1,250.00$ 10.00 500.00$ 18.00 900.00$ 190 8-01 Inlet Protection 15 EA 70.00 1,050.00$ 10.00 150.00$ 60.00 900.00$ 191 8-01 Plastic Covering 300 SY 3.00 900.00$ 2.00 600.00$ 2.00 600.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 19 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:C - Sanitary Sewer Utility Improvement Prepared By:City of Auburn Bid Date:42180 Engineer's Estimate R.L. Alia Company Johansen Excavating 107 Williams Ave S PO Box 674 Renton, WA 98057 Buckley, WA 98321 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 192 8-02 Top Soil Type A 6 CY 40.00 240.00$ 4.00 24.00$ 25.00 150.00$ 193 8-02 Lawn Sod 30 SY 10.00 300.00$ 15.00 450.00$ 22.00 660.00$ 194 8-04 Cement Concrete Traffic Curb and Gutter 330 LF 18.00 5,940.00$ 20.00 6,600.00$ 21.00 6,930.00$ 195 8-06 Industrial or Commercial Driveway Apron 25 SY 80.00 2,000.00$ 64.00 1,600.00$ 100.00 2,500.00$ 196 8-13 Monument Type B (Modified)2 EA 700.00 1,400.00$ 200.00 400.00$ 520.00 1,040.00$ 197 8-14 Cement Concrete Curb Ramp 5 EA 1,400.00 7,000.00$ 1,500.00 7,500.00$ 1,315.00 6,575.00$ 198 8-14 Cement Concrete Sidewalk 110 SY 40.00 4,400.00$ 30.00 3,300.00$ 56.00 6,160.00$ 199 8-20 Induction Loop Vehicle Detectors 1 EA 875.00 875.00$ 1,200.00 1,200.00$ 1,085.00 1,085.00$ 200 8-21 Traffic Sign 2 EA 300.00 600.00$ 600.00 1,200.00$ 355.00 710.00$ 201 8-21 Relocate Permanent Traffic Sign and Post 1 EA 150.00 150.00$ 200.00 200.00$ 325.00 325.00$ 202 8-22 Paint Line 2120 LF 0.40 848.00$ 0.34 720.80$ 0.35 742.00$ 203 8-22 Plastic Wide Lane Line 40 LF 4.50 180.00$ 9.00 360.00$ 6.00 240.00$ 204 8-22 Painted Wide Line 1020 LF 0.55 561.00$ 0.45 459.00$ 0.35 357.00$ 205 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)240 LF 7.50 1,800.00$ 10.00 2,400.00$ 6.00 1,440.00$ 206 8-22 Painted Bicycle Lane Symbol 4 EA 35.00 140.00$ 45.00 180.00$ 85.00 340.00$ 207 8-22 Plastic Traffic Arrow 1 EA 60.00 60.00$ 75.00 75.00$ 350.00 350.00$ 208 8-22 Plastic Traffic Letter 2 EA 60.00 120.00$ 45.00 90.00$ 125.00 250.00$ 209 8-22 Temporary Pavement Markings 1920 LF 0.25 480.00$ 0.10 192.00$ 0.15 288.00$ Schedule Subtotal 598,704.00$ 604,584.80$ 458,828.50$ Applied Tax 56,876.88$ 57,435.56$ 43,588.71$ SCHEDULE TOTAL 655,580.88$ 662,020.36$ 502,417.21$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 20 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:C - Sanitary Sewer Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Northwest Cascade, Inc SCI Infrastructure, LLC Titan Earthwork 10412 John Bananola Way E 2825 South 154th St 13806 16th St East Puyallup, WA 98373 Seattle, WA 98188 Sumner, WA 98390 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 152 1-04 Minor Changes 1 Eq. Adj.7,500.00 7,500.00$ 7,500.00 7,500.00$ 7,500.00 7,500.00$ 153 1-05 Record Drawings (Minimum Bid $500)1 LS 500.00 500.00$ 1,500.00 1,500.00$ 500.00 500.00$ 154 1-07 Utility Potholing 18 EA 1,000.00 18,000.00$ 300.00 5,400.00$ 1,200.00 21,600.00$ 155 1-09 Mobilization 1 LS 500.00 500.00$ 5,000.00 5,000.00$ 28,000.00 28,000.00$ 156 1-10 Traffic Control Supervisor 1 LS 1,000.00 1,000.00$ 2,750.00 2,750.00$ 5,000.00 5,000.00$ 157 1-10 Traffic Control Labor (Min. Bid $38.00 per hour)300 HR 55.00 16,500.00$ 50.00 15,000.00$ 60.00 18,000.00$ 158 1-10 Portable Changeable Message Sign 10 Day 100.00 1,000.00$ 100.00 1,000.00$ 58.00 580.00$ 159 2-02 Remove or Abandon Catch Basin or Manhole 10 EA 650.00 6,500.00$ 300.00 3,000.00$ 1,000.00 10,000.00$ 160 2-02 Remove Pipe 2700 LF 8.00 21,600.00$ 13.00 35,100.00$ 6.00 16,200.00$ 161 2-02 Remove Asphalt Pavement 25 SY 12.00 300.00$ 25.00 625.00$ 25.00 625.00$ 162 2-02 Remove Cement Concrete Flat Work 210 SY 15.00 3,150.00$ 5.50 1,155.00$ 6.00 1,260.00$ 163 2-02 Remove Cement Concrete Curb and Gutter 330 LF 6.00 1,980.00$ 3.25 1,072.50$ 6.00 1,980.00$ 164 2-03 Roadway Excavation Including Haul 900 CY 22.00 19,800.00$ 26.00 23,400.00$ 24.00 21,600.00$ 165 2-03 Unsuitable Foundation Excavation 30 CY 34.00 1,020.00$ 22.00 660.00$ 25.00 750.00$ 166 2-06 Subgrade Preparation 2930 SY 1.00 2,930.00$ 0.50 1,465.00$ 4.00 11,720.00$ 167 4-04 Crushed Surfacing Top Course 25 TON 18.50 462.50$ 30.00 750.00$ 22.00 550.00$ 168 4-04 Crushed Surfacing Base Course 900 TON 18.00 16,200.00$ 19.00 17,100.00$ 22.00 19,800.00$ 169 5-04 Commercial HMA 5 TON 168.00 840.00$ 200.00 1,000.00$ 242.00 1,210.00$ 170 5-04 Asphalt Cold Patch 40 TON 140.00 5,600.00$ 125.00 5,000.00$ 235.00 9,400.00$ 171 5-04 Planing Bituminous Pavement 1260 SY 5.00 6,300.00$ 3.80 4,788.00$ 6.00 7,560.00$ 172 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)510 TON 83.00 42,330.00$ 70.00 35,700.00$ 65.00 33,150.00$ 173 5-04 HMA Cl. 1-inch PG 64-22 (Class E)520 TON 80.00 41,600.00$ 70.00 36,400.00$ 65.00 33,800.00$ 174 7-05 Manhole Type 3, 48-inch Diameter 10 EA 2,400.00 24,000.00$ 2,750.00 27,500.00$ 4,000.00 40,000.00$ 175 7-08 Pipe Foundation Material 60 TON 30.00 1,800.00$ 14.00 840.00$ 22.00 1,320.00$ 176 7-08 Imported Pipe Bedding 1000 TON 8.50 8,500.00$ 14.00 14,000.00$ 22.00 22,000.00$ 177 7-08 Select Pipe Trench Backfill 250 TON 22.00 5,500.00$ 14.00 3,500.00$ 22.00 5,500.00$ 178 7-08 Imported Pipe Trench Backfill 700 TON 22.00 15,400.00$ 14.00 9,800.00$ 22.00 15,400.00$ 179 7-08 Shoring or Extra Excavation Class B 2100 SF 0.10 210.00$ 1.00 2,100.00$ 2.00 4,200.00$ 180 7-08 Controlled Density Fill (CDF) for Trench Backfill 40 CY 150.00 6,000.00$ 115.00 4,600.00$ 150.00 6,000.00$ 181 7-17 Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe, SDR-35, 10-inch Diam.2020 LF 29.00 58,580.00$ 62.00 125,240.00$ 45.00 90,900.00$ 182 7-17 Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe, SDR-35, 8-inch Diam.75 LF 24.00 1,800.00$ 65.00 4,875.00$ 65.00 4,875.00$ 183 7-17 Sewer Television Inspection 2100 LF 1.00 2,100.00$ 2.00 4,200.00$ 3.00 6,300.00$ 184 7-17 Temporary Sanitary Sewer Bypass 1 LS 1,120.00 1,120.00$ 40,000.00 40,000.00$ 10,000.00 10,000.00$ 185 7-18 6 inch Diam. PVC Side Sewer with 6 inch Diam. PVC Cleanout 610 LF 32.00 19,520.00$ 82.00 50,020.00$ 65.00 39,650.00$ 186 7-18 8 inch Diam. PVC Side Sewer with 8 inch Diam. PVC Cleanout 75 LF 45.00 3,375.00$ 60.00 4,500.00$ 60.00 4,500.00$ 187 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.3,000.00 3,000.00$ 3,000.00 3,000.00$ 3,000.00 3,000.00$ 188 8-01 ECS Lead (Minimum Bid $150 per Day)10 DAY 150.00 1,500.00$ 150.00 1,500.00$ 150.00 1,500.00$ 189 8-01 Stabilized Construction Entrance 50 SY 15.00 750.00$ 7.00 350.00$ 25.00 1,250.00$ 190 8-01 Inlet Protection 15 EA 42.00 630.00$ 85.00 1,275.00$ 55.00 825.00$ 191 8-01 Plastic Covering 300 SY 1.00 300.00$ 2.00 600.00$ 3.00 900.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 21 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:C - Sanitary Sewer Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 Northwest Cascade, Inc SCI Infrastructure, LLC Titan Earthwork 10412 John Bananola Way E 2825 South 154th St 13806 16th St East Puyallup, WA 98373 Seattle, WA 98188 Sumner, WA 98390 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 192 8-02 Top Soil Type A 6 CY 50.00 300.00$ 60.00 360.00$ 50.00 300.00$ 193 8-02 Lawn Sod 30 SY 20.00 600.00$ 20.00 600.00$ 22.00 660.00$ 194 8-04 Cement Concrete Traffic Curb and Gutter 330 LF 27.00 8,910.00$ 27.40 9,042.00$ 32.00 10,560.00$ 195 8-06 Industrial or Commercial Driveway Apron 25 SY 76.00 1,900.00$ 60.00 1,500.00$ 80.00 2,000.00$ 196 8-13 Monument Type B (Modified)2 EA 130.00 260.00$ 450.00 900.00$ 1,000.00 2,000.00$ 197 8-14 Cement Concrete Curb Ramp 5 EA 2,560.00 12,800.00$ 2,000.00 10,000.00$ 2,000.00 10,000.00$ 198 8-14 Cement Concrete Sidewalk 110 SY 60.00 6,600.00$ 45.50 5,005.00$ 45.00 4,950.00$ 199 8-20 Induction Loop Vehicle Detectors 1 EA 900.00 900.00$ 1,100.00 1,100.00$ 1,200.00 1,200.00$ 200 8-21 Traffic Sign 2 EA 270.00 540.00$ 350.00 700.00$ 500.00 1,000.00$ 201 8-21 Relocate Permanent Traffic Sign and Post 1 EA 205.00 205.00$ 350.00 350.00$ 500.00 500.00$ 202 8-22 Paint Line 2120 LF 0.40 848.00$ 0.40 848.00$ 0.40 848.00$ 203 8-22 Plastic Wide Lane Line 40 LF 6.60 264.00$ 6.25 250.00$ 7.00 280.00$ 204 8-22 Painted Wide Line 1020 LF 0.40 408.00$ 0.40 408.00$ 0.40 408.00$ 205 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)240 LF 6.60 1,584.00$ 6.20 1,488.00$ 7.00 1,680.00$ 206 8-22 Painted Bicycle Lane Symbol 4 EA 90.00 360.00$ 100.00 400.00$ 95.00 380.00$ 207 8-22 Plastic Traffic Arrow 1 EA 385.00 385.00$ 360.00 360.00$ 400.00 400.00$ 208 8-22 Plastic Traffic Letter 2 EA 130.00 260.00$ 130.00 260.00$ 135.00 270.00$ 209 8-22 Temporary Pavement Markings 1920 LF 0.15 288.00$ 0.25 480.00$ 0.20 384.00$ Schedule Subtotal 407,109.50$ 537,316.50$ 546,725.00$ Applied Tax 38,675.40$ 51,045.07$ 51,938.88$ SCHEDULE SUBTOTAL 445,784.90$ 588,361.57$ 598,663.88$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 22 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:C - Sanitary Sewer Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 DPK, Inc R.W. Scott Construction James W. Fowler Company 7829 S. 206th St 4005 West Valley Highway N 12775 West View Drive Kent, WA 98032 Auburn, WA 98001 Dallas, OR 97338 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 152 1-04 Minor Changes 1 Eq. Adj.7,500.00 7,500.00$ 7,500.00 7,500.00$ 7,500.00 7,500.00$ 153 1-05 Record Drawings (Minimum Bid $500)1 LS 1,000.00 1,000.00$ 1,500.00 1,500.00$ 800.00 800.00$ 154 1-07 Utility Potholing 18 EA 350.00 6,300.00$ 300.00 5,400.00$ 500.00 9,000.00$ 155 1-09 Mobilization 1 LS 40,000.00 40,000.00$ 82,000.00 82,000.00$ 60,000.00 60,000.00$ 156 1-10 Traffic Control Supervisor 1 LS 8,000.00 8,000.00$ 18,000.00 18,000.00$ 7,500.00 7,500.00$ 157 1-10 Traffic Control Labor (Min. Bid $38.00 per hour)300 HR 43.00 12,900.00$ 52.00 15,600.00$ 53.00 15,900.00$ 158 1-10 Portable Changeable Message Sign 10 Day 20.00 200.00$ 60.00 600.00$ 140.00 1,400.00$ 159 2-02 Remove or Abandon Catch Basin or Manhole 10 EA 750.00 7,500.00$ 500.00 5,000.00$ 825.00 8,250.00$ 160 2-02 Remove Pipe 2700 LF 11.00 29,700.00$ 6.00 16,200.00$ 5.00 13,500.00$ 161 2-02 Remove Asphalt Pavement 25 SY 17.00 425.00$ 20.00 500.00$ 10.00 250.00$ 162 2-02 Remove Cement Concrete Flat Work 210 SY 23.00 4,830.00$ 10.00 2,100.00$ 5.50 1,155.00$ 163 2-02 Remove Cement Concrete Curb and Gutter 330 LF 10.00 3,300.00$ 6.00 1,980.00$ 4.00 1,320.00$ 164 2-03 Roadway Excavation Including Haul 900 CY 17.00 15,300.00$ 18.50 16,650.00$ 52.00 46,800.00$ 165 2-03 Unsuitable Foundation Excavation 30 CY 24.00 720.00$ 40.00 1,200.00$ 50.00 1,500.00$ 166 2-06 Subgrade Preparation 2930 SY 1.00 2,930.00$ 1.50 4,395.00$ 9.00 26,370.00$ 167 4-04 Crushed Surfacing Top Course 25 TON 30.00 750.00$ 30.00 750.00$ 24.00 600.00$ 168 4-04 Crushed Surfacing Base Course 900 TON 24.00 21,600.00$ 22.00 19,800.00$ 24.00 21,600.00$ 169 5-04 Commercial HMA 5 TON 200.00 1,000.00$ 200.00 1,000.00$ 125.00 625.00$ 170 5-04 Asphalt Cold Patch 40 TON 120.00 4,800.00$ 145.00 5,800.00$ 100.00 4,000.00$ 171 5-04 Planing Bituminous Pavement 1260 SY 4.00 5,040.00$ 7.50 9,450.00$ 5.00 6,300.00$ 172 5-04 HMA Cl. 1/2-inch PG 64-22 (Class B)510 TON 77.00 39,270.00$ 74.00 37,740.00$ 70.00 35,700.00$ 173 5-04 HMA Cl. 1-inch PG 64-22 (Class E)520 TON 77.00 40,040.00$ 73.00 37,960.00$ 68.00 35,360.00$ 174 7-05 Manhole Type 3, 48-inch Diameter 10 EA 2,700.00 27,000.00$ 2,800.00 28,000.00$ 6,000.00 60,000.00$ 175 7-08 Pipe Foundation Material 60 TON 33.00 1,980.00$ 20.00 1,200.00$ 15.00 900.00$ 176 7-08 Imported Pipe Bedding 1000 TON 18.00 18,000.00$ 18.00 18,000.00$ 19.00 19,000.00$ 177 7-08 Select Pipe Trench Backfill 250 TON 19.00 4,750.00$ 18.00 4,500.00$ 1.50 375.00$ 178 7-08 Imported Pipe Trench Backfill 700 TON 17.00 11,900.00$ 20.00 14,000.00$ 19.00 13,300.00$ 179 7-08 Shoring or Extra Excavation Class B 2100 SF 0.10 210.00$ 2.00 4,200.00$ 2.00 4,200.00$ 180 7-08 Controlled Density Fill (CDF) for Trench Backfill 40 CY 105.00 4,200.00$ 100.00 4,000.00$ 80.00 3,200.00$ 181 7-17 Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe, SDR-35, 10-inch Diam.2020 LF 85.00 171,700.00$ 57.80 116,756.00$ 80.00 161,600.00$ 182 7-17 Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe, SDR-35, 8-inch Diam.75 LF 100.00 7,500.00$ 85.00 6,375.00$ 105.00 7,875.00$ 183 7-17 Sewer Television Inspection 2100 LF 5.00 10,500.00$ 1.50 3,150.00$ 1.50 3,150.00$ 184 7-17 Temporary Sanitary Sewer Bypass 1 LS 5,000.00 5,000.00$ 2,500.00 2,500.00$ 22,000.00 22,000.00$ 185 7-18 6 inch Diam. PVC Side Sewer with 6 inch Diam. PVC Cleanout 610 LF 60.00 36,600.00$ 85.00 51,850.00$ 72.00 43,920.00$ 186 7-18 8 inch Diam. PVC Side Sewer with 8 inch Diam. PVC Cleanout 75 LF 80.00 6,000.00$ 95.00 7,125.00$ 67.00 5,025.00$ 187 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.3,000.00 3,000.00$ 3,000.00 3,000.00$ 3,000.00 3,000.00$ 188 8-01 ECS Lead (Minimum Bid $150 per Day)10 DAY 150.00 1,500.00$ 150.00 1,500.00$ 175.00 1,750.00$ 189 8-01 Stabilized Construction Entrance 50 SY 33.00 1,650.00$ 30.00 1,500.00$ 35.00 1,750.00$ 190 8-01 Inlet Protection 15 EA 65.00 975.00$ 78.00 1,170.00$ 185.00 2,775.00$ 191 8-01 Plastic Covering 300 SY 3.00 900.00$ 2.00 600.00$ 1.50 450.00$ 6/29/2015 (12:56 PM)h:\proj\bidtabs\CP1202 BT.xls 23 Bid Tabulation:CP1202, Auburn Way South Flooding Improvement-Phase 2, Contract 15-01 Schedule:C - Sanitary Sewer Utility Improvement Prepared By:City of Auburn Bid Date:6/25/15 DPK, Inc R.W. Scott Construction James W. Fowler Company 7829 S. 206th St 4005 West Valley Highway N 12775 West View Drive Kent, WA 98032 Auburn, WA 98001 Dallas, OR 97338 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 192 8-02 Top Soil Type A 6 CY 45.00 270.00$ 55.00 330.00$ 105.00 630.00$ 193 8-02 Lawn Sod 30 SY 9.00 270.00$ 10.00 300.00$ 5.00 150.00$ 194 8-04 Cement Concrete Traffic Curb and Gutter 330 LF 35.00 11,550.00$ 27.00 8,910.00$ 24.00 7,920.00$ 195 8-06 Industrial or Commercial Driveway Apron 25 SY 70.00 1,750.00$ 60.00 1,500.00$ 120.00 3,000.00$ 196 8-13 Monument Type B (Modified)2 EA 500.00 1,000.00$ 400.00 800.00$ 500.00 1,000.00$ 197 8-14 Cement Concrete Curb Ramp 5 EA 2,100.00 10,500.00$ 2,000.00 10,000.00$ 2,400.00 12,000.00$ 198 8-14 Cement Concrete Sidewalk 110 SY 60.00 6,600.00$ 43.00 4,730.00$ 60.00 6,600.00$ 199 8-20 Induction Loop Vehicle Detectors 1 EA 2,000.00 2,000.00$ 2,000.00 2,000.00$ 1,100.00 1,100.00$ 200 8-21 Traffic Sign 2 EA 210.00 420.00$ 350.00 700.00$ 350.00 700.00$ 201 8-21 Relocate Permanent Traffic Sign and Post 1 EA 230.00 230.00$ 350.00 350.00$ 275.00 275.00$ 202 8-22 Paint Line 2120 LF 0.40 848.00$ 0.37 784.40$ 0.40 848.00$ 203 8-22 Plastic Wide Lane Line 40 LF 4.00 160.00$ 10.00 400.00$ 6.50 260.00$ 204 8-22 Painted Wide Line 1020 LF 1.00 1,020.00$ 0.50 510.00$ 0.40 408.00$ 205 8-22 Plastic Crosswalk Stripe and Stop Bar (24 inch wide)240 LF 8.00 1,920.00$ 11.00 2,640.00$ 6.50 1,560.00$ 206 8-22 Painted Bicycle Lane Symbol 4 EA 25.00 100.00$ 50.00 200.00$ 92.00 368.00$ 207 8-22 Plastic Traffic Arrow 1 EA 70.00 70.00$ 80.00 80.00$ 380.00 380.00$ 208 8-22 Plastic Traffic Letter 2 EA 70.00 140.00$ 50.00 100.00$ 135.00 270.00$ 209 8-22 Temporary Pavement Markings 1920 LF 0.30 576.00$ 0.50 960.00$ 0.15 288.00$ Schedule Subtotal 605,894.00$ 595,845.40$ 697,457.00$ Applied Tax 57,559.93$ 56,605.31$ 66,258.42$ SCHEDULE TOTAL 663,453.93$ 652,450.71$ 763,715.42$ BID TABULATION SCHEDULE SUMMARY 6/29/2015 (12:56 PM) h:\proj\bidtabs\CP1202 BT.xls 24 Project Name: CP1202, Auburn Way South Flooding Improvement Phase 2, Contract 15-01 Schedule No.:C - Sanitary Sewer Utility Improvement Prepared by: City of Auburn Bid Date: ENGINEER'S ESTIMATE:655,580.88$ AVERAGE BID AMOUNT:556,720.09$ BID SPREAD AMOUNT:290,347.50$ BID Amount Spread $Spread % LOW BIDDER:Northwest Cascade, Inc 407,109.50$ (248,471.38)$ -37.90% Second Bidder:Johansen Excavating 458,828.50$ (196,752.38)$ -30.01% Basic BID (Tax not Included) R.L. Alia Company 604,584.80$ Johansen Excavating 458,828.50$ Northwest Cascade, Inc 407,109.50$ SCI Infrastructure, LLC 537,316.50$ Titan Earthwork 546,725.00$ DPK, Inc 605,894.00$ R.W. Scott Construction 595,845.40$ James W. Fowler Company 697,457.00$ 6/25/15 BID TABULATION BID TOTALS SUMMARY 6/29/2015 (12:56 PM) h:\proj\bidtabs\CP1202 BT.xls 25 Project Name: CP1202, Auburn Way South Flooding Improvement Phase 2, Contract 15-01 Prepared by: City of Auburn Bid Date: ENGINEER'S ESTIMATE:3,396,861.35$ AVERAGE BASIC BID AMOUNT:3,103,675.67$ BASIC BID SPREAD AMOUNT:1,344,184.50$ Basic BID Amount Spread $Spread % LOW BIDDER:Northwest Cascade, Inc 2,541,321.00$ -$855,540.35 -25.19% Second Bidder:R.L. Alia Company 2,841,610.00$ -$555,251.35 -16.35% Basic BID (Tax not Included)Total BID (Tax Included) R.L. Alia Company 2,841,610.00$ 2,964,137.73$ Johansen Excavating 2,897,969.94$ 3,010,251.79$ Northwest Cascade, Inc 2,541,321.00$ 2,640,824.00$ SCI Infrastructure, LLC 2,937,813.00$ 3,057,689.37$ Titan Earthwork 3,212,320.00$ 3,344,479.26$ DPK, Inc 3,213,246.50$ 3,346,398.79$ R.W. Scott Construction 3,299,619.45$ 3,440,962.86$ James W. Fowler Company 3,885,505.50$ 4,039,878.56$ NOTE: An evaluation of whether a bidder is responsible or non-responsible was only made for the low bidder. This does not indicate, one way or the other, how other bidders would be considered if they were the low bidder. 6/25/15