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HomeMy WebLinkAboutCP0915 Phase 2 BT.pdf1/21/2015 (3:22 PM)h:\proj\bidtabs\CP0915 Phase 2 BT.xls 1 Bid Tabulation:CP0915, Well 1 On-Site Improvements, Contract 14-21 Schedule:A -Water Utility Improvement Prepared By:City of Auburn Bid Date:1/20/15 Engineer's Estimate Mc Clure & Sons, Inc.Pacific Crest Constuction 15714 Country Club Drive 19410 Hwy 99, Ste A, PMB 137 Mill Creek, WA 98012 Lynnwood, WA 98036 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.50,000.00 50,000.00$ 50,000.00 50,000.00$ 50,000.00 50,000.00$ 2 1-05 Record Drawings (Minimum Bid $2,500)1 LS 2500.00 2,875.00$ 2,500.00 2,500.00$ 2,500.00 2,500.00$ 3 1-07 SPCC Plan 1 LS 9000.00 9,000.00$ 500.00 500.00$ 1,000.00 1,000.00$ 4 1-10 Traffic Control Labor (Min. Bid $38 per hour)240 HR 45.00 10,800.00$ 60.00 14,400.00$ 40.00 9,600.00$ 5 1-09 Mobilization 1 LS 85,000.00 85,000.00$ 80,000.00 80,000.00$ 25,000.00 25,000.00$ 6 1-09 Construction Site Sign(s)1 EA 800.00 800.00$ 1,200.00 1,200.00$ 1,300.00 1,300.00$ 7 2-01 Clearing and Grubbing 1 LS 575.00 575.00$ 5,000.00 5,000.00$ 15,000.00 15,000.00$ 8 2-02 Removal of Structures and Obstructions 1 LS 3,800.00 3,800.00$ 3,000.00 3,000.00$ 10,000.00 10,000.00$ 9 2-02 Demolish and Remove Existing Well House 1 LS 12,750.00 12,750.00$ 8,000.00 8,000.00$ 10,000.00 10,000.00$ 10 2-03 Roadway Excavation Including Haul 150 CY 23.00 3,450.00$ 24.00 3,600.00$ 20.00 3,000.00$ 11 2-03 Unsuitable Foundation Excavation 30 CY 23.00 690.00$ 75.00 2,250.00$ 25.00 750.00$ 12 2-03 Gravel Borrow Including Haul 216 TN 20.00 4,320.00$ 35.00 7,560.00$ 28.00 6,048.00$ 13 2-06 Subgrade Preparation 375 SY 6.00 2,250.00$ 7.00 2,625.00$ 4.00 1,500.00$ 14 2-09 Shoring or Extra Excavation Class A 1 LS 3,000.00 3,000.00$ 2,000.00 2,000.00$ 1,000.00 1,000.00$ 15 2-09 Structure Excavation Class A 80 CY 5.50 440.00$ 21.00 1,680.00$ 20.00 1,600.00$ 16 2-09 Shoring or Extra Excavation Class B 42 SF 5.00 210.00$ 20.00 840.00$ 12.50 525.00$ 17 2-09 Removal of Unstable Base Material 250 CY 20.00 5,000.00$ 32.00 8,000.00$ 25.60 6,400.00$ 18 2-12 Construction Geotextile for Underground Drainage 100 SY 3.00 300.00$ 6.00 600.00$ 5.00 500.00$ 19 4-04 Structural Fill 144 TN 17.00 2,448.00$ 30.00 4,320.00$ 25.00 3,600.00$ 20 4-04 Crushed Surfacing Base Course 60 TN 45.00 2,700.00$ 45.00 2,700.00$ 25.00 1,500.00$ 21 5-04 HMA Cl. 1/2 Inch PG 64-22 (Class B)50 TN 225.00 11,250.00$ 150.00 7,500.00$ 140.00 7,000.00$ 22 5-04 HMA Cl. 1 Inch PG 64-22 (Class E)50 TN 225.00 11,250.00$ 150.00 7,500.00$ 140.00 7,000.00$ 23 5-04 Planing Bituminous Pavement 50 SY 20.00 1,000.00$ 45.00 2,250.00$ 40.00 2,000.00$ 24 7-01 PVC Underdrain Pipe, SDR-35, 4 Inch Diam 164 LF 15.00 2,460.00$ 18.00 2,952.00$ 20.00 3,280.00$ 25 7-01 PVC Containment Drain Pipe, SDR-35, 4 Inch Diam 65 LF 15.00 975.00$ 14.00 910.00$ 13.85 900.25$ 26 7-04 Solid Wall PVC Storm Pipe, SDR-35, 6 Inch Diam 42 LF 30.00 1,260.00$ 45.00 1,890.00$ 45.00 1,890.00$ 27 7-04 Solid Wall PVC Storm Pipe, SDR-35, 12 Inch Diam 132 LF 45.00 5,940.00$ 55.00 7,260.00$ 44.00 5,808.00$ 28 7-04 Solid Wall PVC Storm Pipe, SDR-35, 15 Inch Diam 19 LF 50.00 950.00$ 75.00 1,425.00$ 58.00 1,102.00$ 29 7-05 Catch Basin Type 1 5 EA 2,500.00 12,500.00$ 1,460.00 7,300.00$ 1,460.00 7,300.00$ 30 7-05 Catch Basin Type 2, 48-Inch Diam 1 EA 5,750.00 5,750.00$ 2,475.00 2,475.00$ 6,000.00 6,000.00$ 31 7-05 Spill Containment Manhole 1 EA 8,000.00 8,000.00$ 2,470.00 2,470.00$ 4,300.00 4,300.00$ 32 7-05 Area Drain with Atrium Grate 1 EA 575.00 575.00$ 800.00 800.00$ 1,200.00 1,200.00$ 33 7-08 Pipe Trench Backfill 220 CY 40.00 8,800.00$ 25.00 5,500.00$ 34.00 7,480.00$ 34 7-08 Pipe Bedding and Select Trench Backfill 135 CY 40.00 5,400.00$ 25.00 3,375.00$ 34.00 4,590.00$ 35 7-08 Pipe Foundation Material 45 CY 40.00 1,800.00$ 25.00 1,125.00$ 33.00 1,485.00$ 36 7-09 Connect to Existing Water Main 1 EA 3,500.00 3,000.00$ 1,200.00 1,200.00$ 7,500.00 7,500.00$ 37 7-09 Special Class 52 Ductile Iron Pipe for Water Main -16 In Diam.58 LF 200.00 11,600.00$ 425.00 24,650.00$ 455.00 26,390.00$ 38 7-09 Transmission Main Flushing 1 LS 12,000.00 12,000.00$ 4,000.00 4,000.00$ 9,000.00 9,000.00$ 39 7-12 Gate Valve - 12 Inch Diam.1 EA 2,500.00 2,500.00$ 1,250.00 1,250.00$ 2,300.00 2,300.00$ 40 7-14 Hydrant Assembly 1 EA 6,000.00 6,000.00$ 7,500.00 7,500.00$ 7,700.00 7,700.00$ 1/21/2015 (3:22 PM)h:\proj\bidtabs\CP0915 Phase 2 BT.xls 2 Bid Tabulation:CP0915, Well 1 On-Site Improvements, Contract 14-21 Schedule:A -Water Utility Improvement Prepared By:City of Auburn Bid Date:1/20/15 Engineer's Estimate Mc Clure & Sons, Inc.Pacific Crest Constuction 15714 Country Club Drive 19410 Hwy 99, Ste A, PMB 137 Mill Creek, WA 98012 Lynnwood, WA 98036 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 41 7-15 Water Service Connection, 1 1/2 Inch Diam 1 EA 3,000.00 3,000.00$ 4,000.00 4,000.00 5,000.00 5,000.00$ 42 7-18 6-Inch Diameter PVC Side Sewer 105 LF 45.00 4,725.00$ 45.00 4,725.00$ 67.00 7,035.00$ 43 7-18 6-Inch Diameter Ductile Iron Side Sewer 21 LF 120.00 2,520.00$ 62.00 1,302.00$ 119.00 2,499.00$ 44 7-18 6 Inch Diam. PVC Cleanout 4 EA 500.00 2,000.00$ 400.00 1,600.00$ 400.00 1,600.00$ 45 7-20 Architectural - Well House 1 LS 190,000.00 190,000.00$ 232,000.00 232,000.00$ 387,000.00 387,000.00$ 46 7-20 Mechanical/Building - HVAC/Piping for Building 1 LS 36,000.00 36,000.00$ 90,000.00 90,000.00$ 46,000.00 46,000.00$ 47 7-20 Pump and Wellhead 1 LS 165,000.00 165,000.00$ 140,000.00 140,000.00$ 140,000.00 140,000.00$ 48 7-20 Pump and Room Piping, Valves, and Appurtenances 1 LS 70,000.00 70,000.00$ 50,000.00 50,000.00$ 66,000.00 66,000.00$ 49 7-20 Chlorine Injection System 1 LS 52,000.00 52,000.00$ 45,000.00 45,000.00$ 43,000.00 43,000.00$ 50 7-20 Testing 1 LS 12,000.00 12,000.00$ 5,000.00 5,000.00$ 2,500.00 2,500.00$ 51 7-20 Equipment and Labor (For Pump Room Piping)1 LS 57,000.00 57,000.00$ 15,000.00 15,000.00$ 25,000.00 25,000.00$ 52 7-21 Monitoring Well 1 LS 115,000.00 115,000.00$ 160,000.00 160,000.00$ 154,000.00 154,000.00$ 53 8-01 Hydroseeding with Moderate-Term Mulch 1300 SY 4.00 5,200.00$ 3.00 3,900.00$ 1.60 2,080.00$ 54 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 55 8-02 Roadside Restoration 1 LS 5,750.00 5,750.00$ 18,000.00 18,000.00$ 15,800.00 15,800.00$ 56 8-04 Cement Concrete Traffic Curb and Gutter 20 LF 40.00 800.00$ 58.00 1,160.00$ 45.00 900.00$ 57 8-04 Bumper Curb (Wheel Stop)2 EA 150.00 300.00$ 270.00 540.00$ 130.00 260.00$ 58 8-12 Chain Link Fence 350 LF 45.00 15,750.00$ 30.00 10,500.00$ 27.00 9,450.00$ 59 8-12 Chain Link Slide Gate 1 EA 1,000.00 700.00$ 1,400.00 1,400.00$ 1,600.00 1,600.00$ 60 8-12 Chain Link Swing Gate 1 EA 1,000.00 700.00$ 350.00 350.00$ 1,000.00 1,000.00$ 61 8-14 Cement Concrete Sidewalk 22 SY 100.00 2,200.00$ 85.00 1,870.00$ 47.50 1,045.00$ 62 8-20 Well 1 125 HP VFD 1 LS 42,000.00 42,000.00$ 40,000.00 40,000.00$ 34,000.00 34,000.00$ 63 8-20 Well 1 Generator and Fuel Tank 1 LS 75,000.00 75,000.00$ 80,000.00 80,000.00$ 80,000.00 80,000.00$ 64 8-20 Well 1 Main Breaker 1 LS 13,000.00 13,000.00$ 5,000.00 5,000.00$ 3,800.00 3,800.00$ 65 8-20 Well 1 MCC 1 LS 35,000.00 35,000.00$ 50,000.00 50,000.00$ 47,000.00 47,000.00$ 66 8-20 Well 1 Control Panel 1 LS 18,000.00 18,000.00$ 105,000.00 105,000.00$ 105,000.00 105,000.00$ 67 8-20 Well 1 Electrical System Complete 1 LS 94,000.00 94,000.00$ 140,456.00 140,456.00$ 157,000.00 157,000.00$ 68 8-31 Steel Bollard 6 EA 1,000.00 6,000.00$ 1,300.00 7,800.00$ 350.00 2,100.00$ 69 1-09 Mobilization 1 LS 20,000.00 20,000.00$ 5,000.00 5,000.00$ 1,000.00 1,000.00$ 70 2-02 Removal of Structures and Obstructions 1 LS 9,000.00 9,000.00$ 2,800.00 2,800.00$ 8,700.00 8,700.00$ 71 2-02 Removal and Resetting of Fencing 25 LF 60.00 1,500.00$ 30.00 750.00$ 27.00 675.00$ 72 2-03 Unsuitable Foundation Excavation 2 CY 40.00 80.00$ 75.00 150.00$ 25.00 50.00$ 73 2-09 Shoring or Extra Excavation Class B 630 SF 5.00 3,150.00$ 5.00 3,150.00$ 12.50 7,875.00$ 74 4-04 Crushed Surfacing Base Course 25 TN 40.00 1,000.00$ 45.00 1,125.00$ 25.00 625.00$ 75 5-04 HMA Cl. 1/2 Inch PG 64-22 (Class B)5 TN 120.00 600.00$ 150.00 750.00$ 160.00 800.00$ 76 5-04 HMA Cl. 1 Inch PG 64-22 (Class E)5 TN 120.00 600.00$ 150.00 750.00$ 160.00 800.00$ 77 7-09 Transmission Main Flushing 1 LS 12,000.00 12,000.00$ 3,200.00 3,200.00$ 3,000.00 3,000.00$ 78 7-13 Howard Rd Flow Meter Vault Assembly 1 EA 64,000.00 64,000.00$ 50,000.00 50,000.00$ 53,000.00 53,000.00$ 79 7-13 Howard Rd Check Meter Vault Assembly 1 EA 46,000.00 40,000.00$ 78,000.00 78,000.00$ 60,000.00 60,000.00$ 80 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.3,500.00 3,500.00$ 3,500.00 3,500.00$ 3,500.00 3,500.00$ 1/21/2015 (3:22 PM)h:\proj\bidtabs\CP0915 Phase 2 BT.xls 3 Bid Tabulation:CP0915, Well 1 On-Site Improvements, Contract 14-21 Schedule:A -Water Utility Improvement Prepared By:City of Auburn Bid Date:1/20/15 Engineer's Estimate Mc Clure & Sons, Inc.Pacific Crest Constuction 15714 Country Club Drive 19410 Hwy 99, Ste A, PMB 137 Mill Creek, WA 98012 Lynnwood, WA 98036 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 81 8-20 CCTF Electrical and Telemetry, Complete 1 LS 125,000.00 125,000.00$ 99,000.00 99,000.00$ 3,800.00 3,800.00$ 82 1-09 Mobilization 1 LS 15,000.00 15,000.00$ 5,000.00 5,000.00$ 1,000.00 1,000.00$ 83 2-02 Removal of Structures and Obstructions 1 LS 575.00 575.00$ 1,900.00 1,900.00$ 3,200.00 3,200.00$ 84 2-03 Unsuitable Foundation Excavation 2 CY 40.00 80.00$ 75.00 150.00$ 25.00 50.00$ 85 2-09 Shoring or Extra Excavation Class B 420 SF 5.00 2,100.00$ 5.00 2,100.00$ 12.50 5,250.00$ 86 4-04 Crushed Surfacing Base Course 5 TN 80.00 400.00$ 45.00 225.00$ 25.00 125.00$ 87 7-09 Concrete Cylinder Pipe Connection 2 EA 150,000.00 30,000.00$ 2,450.00 4,900.00$ 3,600.00 7,200.00$ 88 7-13 Coal Creek Springs Flow Meter Vault Assembly 1 EA 55,000.00 64,000.00$ 105,000.00 105,000.00$ 96,000.00 96,000.00$ 89 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.3,500.00 3,500.00$ 3,500.00 3,500.00$ 3,500.00 3,500.00$ 90 8-20 Coal Creek Springs Electrical and Telemetry, Complete 1 LS 35,000.00 35,000.00$ 25,000.00 25,000.00$ 50,600.00 50,600.00$ Schedule Subtotal 1,773,148.00$ 1,909,660.00$ 1,921,467.25$ Applied Tax 168,449.06$ 181,417.70$ 182,539.39$ SCHEDULE TOTAL 1,941,597.06$ 2,091,077.70$ 2,104,006.64$ 1/21/2015 (3:22 PM)h:\proj\bidtabs\CP0915 Phase 2 BT.xls 4 Bid Tabulation:CP0915, Well 1 On-Site Improvements, Contract 14-21 Schedule:A -Water Utility Improvement Prepared By:City of Auburn Bid Date:1/20/15 2KG Contractors Award Construction, Inc.Nordic Construction 4917 NE 185th Drive 980 Willey Lake Road 106 55th Ave E Portland, OR 97230 Ferndale, WA 98248 Tacoma, WA 98424 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.50,000.00 50,000.00$ 50,000.00 50,000.00$ 50,000.00 50,000.00$ 2 1-05 Record Drawings (Minimum Bid $2,500)1 LS 3,200.00 3,200.00$ 2,500.00 2,500.00$ 2,859.33 2,859.33$ 3 1-07 SPCC Plan 1 LS 1,200.00 1,200.00$ 625.00 625.00$ 25,665.14 25,665.14$ 4 1-10 Traffic Control Labor (Min. Bid $38 per hour)240 HR 54.50 13,080.00$ 46.00 11,040.00$ 67.29 16,149.60$ 5 1-09 Mobilization 1 LS 220,000.00 220,000.00$ 62,000.00 62,000.00$ 14,511.10 14,511.10$ 6 1-09 Construction Site Sign(s)1 EA 1,700.00 1,700.00$ 1,000.00 1,000.00$ 2,038.60 2,038.60$ 7 2-01 Clearing and Grubbing 1 LS 6,382.00 6,382.00$ 10,000.00 10,000.00$ 5,232.84 5,232.84$ 8 2-02 Removal of Structures and Obstructions 1 LS 5,135.00 5,135.00$ 10,000.00 10,000.00$ 13,262.79 13,262.79$ 9 2-02 Demolish and Remove Existing Well House 1 LS 4,718.00 4,718.00$ 8,000.00 8,000.00$ 9,100.88 9,100.88$ 10 2-03 Roadway Excavation Including Haul 150 CY 29.30 4,395.00$ 33.00 4,950.00$ 38.73 5,809.50$ 11 2-03 Unsuitable Foundation Excavation 30 CY 64.45 1,933.50$ 67.00 2,010.00$ 92.49 2,774.70$ 12 2-03 Gravel Borrow Including Haul 216 TN 41.75 9,018.00$ 26.00 5,616.00$ 68.63 14,824.08$ 13 2-06 Subgrade Preparation 375 SY 7.75 2,906.25$ 4.00 1,500.00$ 12.81 4,803.75$ 14 2-09 Shoring or Extra Excavation Class A 1 LS 2,240.00 2,240.00$ 9,000.00 9,000.00$ 1,985.65 1,985.65$ 15 2-09 Structure Excavation Class A 80 CY 24.00 1,920.00$ 41.00 3,280.00$ 26.69 2,135.20$ 16 2-09 Shoring or Extra Excavation Class B 42 SF 32.00 1,344.00$ 60.00 2,520.00$ 25.21 1,058.82$ 17 2-09 Removal of Unstable Base Material 250 CY 66.80 16,700.00$ 33.00 8,250.00$ 47.57 11,892.50$ 18 2-12 Construction Geotextile for Underground Drainage 100 SY 4.70 470.00$ 4.00 400.00$ 8.41 841.00$ 19 4-04 Structural Fill 144 TN 45.00 6,480.00$ 28.00 4,032.00$ 23.23 3,345.12$ 20 4-04 Crushed Surfacing Base Course 60 TN 64.60 3,876.00$ 33.00 1,980.00$ 33.71 2,022.60$ 21 5-04 HMA Cl. 1/2 Inch PG 64-22 (Class B)50 TN 185.00 9,250.00$ 150.00 7,500.00$ 191.95 9,597.50$ 22 5-04 HMA Cl. 1 Inch PG 64-22 (Class E)50 TN 185.00 9,250.00$ 150.00 7,500.00$ 191.95 9,597.50$ 23 5-04 Planing Bituminous Pavement 50 SY 80.00 4,000.00$ 41.00 2,050.00$ 103.25 5,162.50$ 24 7-01 PVC Underdrain Pipe, SDR-35, 4 Inch Diam 164 LF 27.45 4,501.80$ 43.00 7,052.00$ 27.16 4,454.24$ 25 7-01 PVC Containment Drain Pipe, SDR-35, 4 Inch Diam 65 LF 40.25 2,616.25$ 63.00 4,095.00$ 41.87 2,721.55$ 26 7-04 Solid Wall PVC Storm Pipe, SDR-35, 6 Inch Diam 42 LF 53.20 2,234.40$ 44.00 1,848.00$ 86.90 3,649.80$ 27 7-04 Solid Wall PVC Storm Pipe, SDR-35, 12 Inch Diam 132 LF 46.95 6,197.40$ 48.00 6,336.00$ 63.70 8,408.40$ 28 7-04 Solid Wall PVC Storm Pipe, SDR-35, 15 Inch Diam 19 LF 85.00 1,615.00$ 87.00 1,653.00$ 164.50 3,125.50$ 29 7-05 Catch Basin Type 1 5 EA 1,257.00 6,285.00$ 1,800.00 9,000.00$ 1,310.53 6,552.65$ 30 7-05 Catch Basin Type 2, 48-Inch Diam 1 EA 2,712.00 2,712.00$ 3,500.00 3,500.00$ 3,545.04 3,545.04$ 31 7-05 Spill Containment Manhole 1 EA 2,762.00 2,762.00$ 4,000.00 4,000.00$ 3,531.80 3,531.80$ 32 7-05 Area Drain with Atrium Grate 1 EA 730.00 730.00$ 1,400.00 1,400.00$ 1,027.24 1,027.24$ 33 7-08 Pipe Trench Backfill 220 CY 20.40 4,488.00$ 54.00 11,880.00$ 46.36 10,199.20$ 34 7-08 Pipe Bedding and Select Trench Backfill 135 CY 19.40 2,619.00$ 59.00 7,965.00$ 44.76 6,042.60$ 35 7-08 Pipe Foundation Material 45 CY 41.60 1,872.00$ 93.00 4,185.00$ 50.13 2,255.85$ 36 7-09 Connect to Existing Water Main 1 EA 1,914.00 1,914.00$ 1,600.00 1,600.00$ 4,453.14 4,453.14$ 37 7-09 Special Class 52 Ductile Iron Pipe for Water Main -16 In Diam.58 LF 370.60 21,494.80$ 475.00 27,550.00$ 502.12 29,122.96$ 38 7-09 Transmission Main Flushing 1 LS 2,500.00 2,500.00$ 700.00 700.00$ 1,072.25 1,072.25$ 39 7-12 Gate Valve - 12 Inch Diam.1 EA 2,126.00 2,126.00$ 2,700.00 2,700.00$ 3,781.99 3,781.99$ 40 7-14 Hydrant Assembly 1 EA 6,657.00 6,657.00$ 7,000.00 7,000.00$ 10,744.99 10,744.99$ 1/21/2015 (3:22 PM)h:\proj\bidtabs\CP0915 Phase 2 BT.xls 5 Bid Tabulation:CP0915, Well 1 On-Site Improvements, Contract 14-21 Schedule:A -Water Utility Improvement Prepared By:City of Auburn Bid Date:1/20/15 2KG Contractors Award Construction, Inc.Nordic Construction 4917 NE 185th Drive 980 Willey Lake Road 106 55th Ave E Portland, OR 97230 Ferndale, WA 98248 Tacoma, WA 98424 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 41 7-15 Water Service Connection, 1 1/2 Inch Diam 1 EA 515.00 515.00$ 5,200.00 5,200.00$ 8,310.59 8,310.59$ 42 7-18 6-Inch Diameter PVC Side Sewer 105 LF 37.40 3,927.00$ 50.00 5,250.00$ 52.13 5,473.65$ 43 7-18 6-Inch Diameter Ductile Iron Side Sewer 21 LF 110.90 2,328.90$ 90.00 1,890.00$ 107.16 2,250.36$ 44 7-18 6 Inch Diam. PVC Cleanout 4 EA 186.00 744.00$ 800.00 3,200.00$ 625.15 2,500.60$ 45 7-20 Architectural - Well House 1 LS 291,753.00 291,753.00$ 300,000.00 300,000.00$ 275,000.00 275,000.00$ 46 7-20 Mechanical/Building - HVAC/Piping for Building 1 LS 74,385.00 74,385.00$ 84,000.00 84,000.00$ 49,641.16 49,641.16$ 47 7-20 Pump and Wellhead 1 LS 138,387.00 138,387.00$ 144,000.00 144,000.00$ 165,813.39 165,813.39$ 48 7-20 Pump and Room Piping, Valves, and Appurtenances 1 LS 43,000.00 43,000.00$ 45,000.00 45,000.00$ 58,577.63 58,577.63$ 49 7-20 Chlorine Injection System 1 LS 48,237.00 48,237.00$ 37,000.00 37,000.00$ 61,287.64 61,287.64$ 50 7-20 Testing 1 LS 28,000.00 28,000.00$ 3,000.00 3,000.00$ 1,376.71 1,376.71$ 51 7-20 Equipment and Labor (For Pump Room Piping)1 LS 19,000.00 19,000.00$ 13,000.00 13,000.00$ 25,457.32 25,457.32$ 52 7-21 Monitoring Well 1 LS 155,629.00 155,629.00$ 160,000.00 160,000.00$ 192,515.04 192,515.04$ 53 8-01 Hydroseeding with Moderate-Term Mulch 1300 SY 1.54 2,002.00$ 2.00 2,600.00$ 5.83 7,579.00$ 54 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.5,000.00 5,000.00$ 5,000.00 5,000.00$ 5,000.00 5,000.00$ 55 8-02 Roadside Restoration 1 LS 4,936.00 4,936.00$ 17,000.00 17,000.00$ 14,689.00 14,689.00$ 56 8-04 Cement Concrete Traffic Curb and Gutter 20 LF 39.25 785.00$ 44.00 880.00$ 97.96 1,959.20$ 57 8-04 Bumper Curb (Wheel Stop)2 EA 84.00 168.00$ 160.00 320.00$ 184.00 368.00$ 58 8-12 Chain Link Fence 350 LF 27.65 9,677.50$ 29.00 10,150.00$ 33.62 11,767.00$ 59 8-12 Chain Link Slide Gate 1 EA 1,650.00 1,650.00$ 1,700.00 1,700.00$ 2,005.50 2,005.50$ 60 8-12 Chain Link Swing Gate 1 EA 1,002.00 1,002.00$ 1,000.00 1,000.00$ 1,217.86 1,217.86$ 61 8-14 Cement Concrete Sidewalk 22 SY 40.30 886.60$ 80.00 1,760.00$ 137.30 3,020.60$ 62 8-20 Well 1 125 HP VFD 1 LS 32,938.00 32,938.00$ 36,000.00 36,000.00$ 45,000.00 45,000.00$ 63 8-20 Well 1 Generator and Fuel Tank 1 LS 109,339.00 109,339.00$ 97,000.00 97,000.00$ 67,000.00 67,000.00$ 64 8-20 Well 1 Main Breaker 1 LS 5,274.00 5,274.00$ 6,000.00 6,000.00$ 14,000.00 14,000.00$ 65 8-20 Well 1 MCC 1 LS 48,246.00 48,246.00$ 50,000.00 50,000.00$ 85,000.00 85,000.00$ 66 8-20 Well 1 Control Panel 1 LS 98,830.00 98,830.00$ 110,000.00 110,000.00$ 138,900.00 138,900.00$ 67 8-20 Well 1 Electrical System Complete 1 LS 145,504.00 145,504.00$ 168,000.00 168,000.00$ 286,540.00 286,540.00$ 68 8-31 Steel Bollard 6 EA 592.00 3,552.00$ 400.00 2,400.00$ 675.12 4,050.72$ 69 1-09 Mobilization 1 LS 3,000.00 3,000.00$ 9,000.00 9,000.00$ 1,045.77 1,045.77$ 70 2-02 Removal of Structures and Obstructions 1 LS 1,078.00 1,078.00$ 5,500.00 5,500.00$ 4,363.13 4,363.13$ 71 2-02 Removal and Resetting of Fencing 25 LF 27.65 691.25$ 42.00 1,050.00$ 62.22 1,555.50$ 72 2-03 Unsuitable Foundation Excavation 2 CY 94.00 188.00$ 500.00 1,000.00$ 301.16 602.32$ 73 2-09 Shoring or Extra Excavation Class B 630 SF 2.00 1,260.00$ 12.00 7,560.00$ 0.95 598.50$ 74 4-04 Crushed Surfacing Base Course 25 TN 60.50 1,512.50$ 33.00 825.00$ 44.11 1,102.75$ 75 5-04 HMA Cl. 1/2 Inch PG 64-22 (Class B)5 TN 185.00 925.00$ 235.00 1,175.00$ 344.18 1,720.90$ 76 5-04 HMA Cl. 1 Inch PG 64-22 (Class E)5 TN 185.00 925.00$ 235.00 1,175.00$ 344.18 1,720.90$ 77 7-09 Transmission Main Flushing 1 LS 2,379.00 2,379.00$ 1,200.00 1,200.00$ 2,500.00 2,500.00$ 78 7-13 Howard Rd Flow Meter Vault Assembly 1 EA 45,990.00 45,990.00$ 57,000.00 57,000.00$ 56,356.62 56,356.62$ 79 7-13 Howard Rd Check Meter Vault Assembly 1 EA 62,000.00 62,000.00$ 64,000.00 64,000.00$ 70,524.87 70,524.87$ 80 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.3,500.00 3,500.00$ 3,500.00 3,500.00$ 3,500.00 3,500.00$ 1/21/2015 (3:22 PM)h:\proj\bidtabs\CP0915 Phase 2 BT.xls 6 Bid Tabulation:CP0915, Well 1 On-Site Improvements, Contract 14-21 Schedule:A -Water Utility Improvement Prepared By:City of Auburn Bid Date:1/20/15 2KG Contractors Award Construction, Inc.Nordic Construction 4917 NE 185th Drive 980 Willey Lake Road 106 55th Ave E Portland, OR 97230 Ferndale, WA 98248 Tacoma, WA 98424 Item No.Sec. No.Item Description Qty.Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price 81 8-20 CCTF Electrical and Telemetry, Complete 1 LS 110,915.00 110,915.00$ 140,000.00 140,000.00$ 3,392.81 3,392.81$ 82 1-09 Mobilization 1 LS 2,500.00 2,500.00$ 1,000.00 1,000.00$ 5,956.94 5,956.94$ 83 2-02 Removal of Structures and Obstructions 1 LS 1,400.00 1,400.00$ 3,000.00 3,000.00$ 2,500.00 2,500.00$ 84 2-03 Unsuitable Foundation Excavation 2 CY 94.00 188.00$ 275.00 550.00$ 301.00 602.00$ 85 2-09 Shoring or Extra Excavation Class B 420 SF 2.00 840.00$ 12.00 5,040.00$ 1.00 420.00$ 86 4-04 Crushed Surfacing Base Course 5 TN 90.40 452.00$ 94.00 470.00$ 67.51 337.55$ 87 7-09 Concrete Cylinder Pipe Connection 2 EA 2,726.00 5,452.00$ 2,000.00 4,000.00$ 2,740.19 5,480.38$ 88 7-13 Coal Creek Springs Flow Meter Vault Assembly 1 EA 78,740.00 78,740.00$ 110,000.00 110,000.00$ 107,277.86 107,277.86$ 89 8-01 Temporary Water Pollution/Erosion Control 1 Eq. Adj.3,500.00 3,500.00$ 3,500.00 3,500.00$ 3,500.00 3,500.00$ 90 8-20 Coal Creek Springs Electrical and Telemetry, Complete 1 LS 41,111.00 41,111.00$ 54,000.00 54,000.00$ 33,000.00 33,000.00$ 2,096,765.15$ 2,104,112.00$ 2,163,719.67$ 199,192.69$ 199,890.64$ 205,553.37$ 2,295,957.84$ 2,304,002.64$ 2,369,273.04$ 1/21/2015 (3:22 PM) h:\proj\bidtabs\CP0915 Phase 2 BT.xls 7 Project Name: CP0915, Well 1 On-Site Improvements, Contract 14-21 Prepared by: City of Auburn Bid Date: ENGINEER'S ESTIMATE:1,773,148.00$ AVERAGE BASIC BID AMOUNT:2,039,144.81$ BASIC BID SPREAD AMOUNT:254,059.67$ Basic BID Amount Spread $Spread % LOW BIDDER:Mc Clure & Sons, Inc.1,909,660.00$ $136,512.00 7.70% Second Bidder:Pacific Crest Constuction 1,921,467.25$ $148,319.25 8.36% Basic BID (Tax not Included)Total BID (Tax Included) Mc Clure & Sons, Inc.1,909,660.00$ 2,091,077.70$ Pacific Crest Constuction 1,921,467.25$ 2,104,006.64$ 2KG Contractors 2,096,765.15$ 2,295,957.84$ Award Construction, Inc.2,104,112.00$ 2,304,002.64$ Nordic Construction 2,163,719.67$ 2,369,273.04$ 1/20/15