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2019-04-16 Bid Tabulations - 2019 Overlay and Repair Program
Al A2 A3 A4 A5 A6 A7 A8 A9 A10 All Al2 A13 A14 A15 A16 A17 A18 A19 A20 A21 A22 A23 A24 A25 A26 A27 A28 A29 A30 A31 A32 A33 A34 A35 A36 A37 A38 A39 A40 A41 2019 Overlay and Repair Program Project No. 91910401 Bid Tabulation Tuesday, April 16, 2019 Section No. Item 1-04 1-05 1-07 1-07 1-09 1-10 1-10 2-02 2-02 2-02 2-02 2-03 2-03 4-04 5-04 5-04 5-04 5-04 5-04 5-04 7-12 8-01 8-01 8-04 8-13 8-20 8-20 8-20 8-14 8-14 8-26 7-05 7-05 7-05 8-09 8-09 8-22 8-22 8-22 8-22 ROADWAY (SCHEDULE A) Unexpected Site Changes ADA Features Surveying Resolution of Utility Conflicts SPCC Plan Mobilization Project Temporary Traffic Control Off -Duty Uniformed Police Officer Cement Cone. Sidewalk Removal Incl. Haul Cement Conc.Curb Removal Incl. Haul Removal of Structure and Obstruction Roadway Excavation Incl. Haul Unsuitable Foundation Excavation Incl. Haul Gravel Borrow Incl. Haul Crushed Surfacing Top Course Pavement Repair Excavation Incl. Haul HMA Cl. 1/2" PG 64-22 HMA for Pavement Repair Cl. 1/2" PG 64-22 Temporary Pavement Thickened Edge Planing Bituminous Pavement Adjust Water Valve Erosion/Water Pollution Control Inlet Protection Cement Conc. Curb and Gutter Not Used Adjust Monument Case and Cover Traffic Signal Modifications (S 200th St and Orilla Road S) Traffic Signal Modifications (S 200th St and Southcenter Pkwy) Traffic Signal Modifications (52nd Ave S Interurban Ave S) Cement Cone. Sidewalk Cement Conc. Curb Ramp Non -Skid Surface Treatment Adjust Catch Basin Storm Drain Marker Adjust Manhole Raised Pavement Marker Type 1 Raised Pavement Marker Type 2 Plastic Traffic Arrow Plastic Traffic Letter Plastic Stop Line 12" Plastic Stop Line 24" Total Quantity Enineer Estimate FA 10,000.00 $ 1 LS $ 8,000.00 FA 1 LS 1 75 230 560 1 460 60 140 400 140 3,000 210 5 430 12,870 29 1 40 390 3 1 1 1 130 1,160 25 14 17 8 4 18 3 150 190 LS LS HR SY LF LS CY CY TON CY TON TON TON LF SY EA FA EA LF EA LS LS LS SY SF SF EA EA EA HUND HUND EA EA LF LF 2,000.00 2,000.00 90,000.00 90,000.00 120.00 60.00 25.00 5,000.00 90.00 95.00 60.00 90.00 100.00 150.00 175.00 3.00 5.00 500.00 4,000.00 80.00 40.00 700.00 10,000.00 $ 10,000.00 57,000.00 65.00 30.00 25.00 800.00 30.00 900.00 500.00 500.00 80.00 100.00 $ 50.00 50.00 10, 000.00 $ $ 8,000.00 2,000.00 $ 2,000.00 90,000.00 $ 90,000.00 9,000.00 $ 13,800.00 14,000.00 $ 5,000.00 41,400.00 $ 5,700.00 3,500.00 $ 24,000.00 12,600.00 $ 300,000.00 $ 31,500.00 875.00 1,290.00 64,350.00 $ 14,500.00 4,000.00 $ 3,200.00 15,600.00 2,100.00 10,000.00 $ 10,000.00 57,000.00 8,450.00 $ 34,800.00 625.00 11,200.00 510.00 $ 7,200.00 $ $ 2,000.00 1,000.00 1,440.00 300.00 $ 7,500.00 9,500.00 Tucci & Sons, Inc. 10,000.00 $ $ 11,000.00 $ 2,000.00 $ 125.00 $ 93,000.00 $ $ 92,200.00 $ 130.00 $ 53.00 11.00 3,900.00 46.00 80.00 55.00 61.00 204.00 98.00 145.00 160.00 1.50 6.50 870.00 4,000.00 95.00 35.00 870.00 17,000.00 $ 17,000.00 79,000.00 60.00 26.00 45.00 1,100.00 25.00 1,100.00 280.00 560.00 64.00 127.00 5.60 9.00 1 10,000.00 $ 11, 000.00 2,000.00 125.00 93,000.00 92,200.00 9,750.00 12,190.00 6,160.00 3,900.00 21,160.00 4,800.00 7,700.00 $ 24,400.00 28, 560.00 $ 294,000.00 $ 30,450.00 800.00 645.00 83,655.00 $ 25,230.00 4,000.00 3,800.00 13,650.00 2,610.00 17, 000.00 17, 000.00 79, 000.00 7,800.00 $ 30,160.00 1,125.00 15,400.00 425.00 8,800.00 1,120.00 1,120.00 1,152.00 381.00 840.00 1,710.00 $ $ $ $ $ $ $ $ $ $ $ Interdisciplinary Design Lakeside Industries, Inc. 10,000.00 $ 15,425.00 2,000.00 2,000.00 139,000.00 110, 000.00 100.00 60.00 30.00 2,500.00 75.00 75.00 25.00 35.00 75.00 110.00 140.00 200.00 2.00 6.50 400.00 4,000.00 100.00 31.50 400.00 15,000.00 15, 000.00 70,000.00 43.85 14.50 40.00 525.00 20.00 550.00 250.00 500.00 57.00 114.00 5.00 8.00 $ $ $ 10,000.00 15,425.00 2,000.00 2,000.00 139,000.00 110,000.00 7,500,00 13,800.00 16,800.00 2,500.00 34,500.00 4,500.00 3,500.00 14,000.00 10,500.00 330,000.00 29,400.00 1,000.00 860.00 83,655.00 11,600.00 4,000.00 4,000.00 12,285.00 1,200.00 15,000.00 15,000.00 70,000.00 5,700.50 16,820.00 1,000.00 7,350.00 340.00 4,400.00 1,000.00 1,000.00 1,026.00 342.00 750.00 1,520.00 A42 8-22 Plastic Crosswalk Line 1,040 SF 8.00 8,320.00 4.25 4,420.00 4.00 4,160.00 Tukwila 2019 Overlay Program - Bid Tabs.xlsx 216TH-3 Sheet 1 of 4 Bid Item No. Section No. 2019 Overlay and Repair Program Project No. 91910401 Bid Tabulation Tuesday, April 16, 2019 Item Interdisciplinary Design Total Quantity Enineer Estimate Unit Unit Cost Total Cost Tucci & Sons, Inc. Unit Cost Total Cost 1 Lakeside Industries, Inc. Unit Cost Total Cost A43 8-22 Plastic Line, 8 Inch 550 LF 3.00 1,650.00 $ 2.75 1,512.50 2.50 1,375.00 A44 8-22 Paint Line, 4 Inch 9,930 LF 0.50 4,965.00 0.50 4,965.00 0.40 3,972.00 A45 8-23 Temporary Pavement Markings 9,120 LF 0.25 2,280.00 0.30 2,736.00 0.15 1,368.00 A46 A47 8-02 8-02 Topsoil Type A Edge Restoration 20 1,000 CY LF $ 45.00 4.00 900.00 4,000.00 140.00 8.00 $ 2,800.00 8,000.00 $ 100.00 2.00 2,000.00 2,000.00 A48 8-02 Property Restoration FA 750.00 750.00 1,000.00 1,000.00 1,000.00 1,000.00 A49 A50 8-19 8-19 Adjust Franchise Utility Manhole/Vault Adjust Gas Vaive 9 EA EA 900.00 650.00 2,700.00 5,850.00 1,300.00 850.00 3,900.00 7,650.00 995.00 395.00 2,985.00 3,555.00 Total Estimated Construction Cost Schedule A $ 961,355.00 Subtotal $ 1,005,801.50 Subtotal 1,027,688.50 Reported Total Difference $ 1,028,038.50 (350.00) B1 ROADWAY (SCHEDULE B) 1-04 Unexpected Site Changes FA $ 3,000.00 3,000.00 $ 3,000.00 $ 3,000.00 $ 3,000.00 $ 3,000.00 B2 1-07 SPCC Plan 1 LS 500.00 500.00 60.00 60.00 1,000.00 1,000.00 B3 1-09 Mobilization LS 10,000.00 10,000.00 1,000.00 1,000.00 21,000.00 21,000.00 B4 B5 1-10 2-02 Project Temporary Traffic Control Cement Conc. Sidewalk Removal Incl. Haul 1 70 LS SY $ 10,000.00 60.00 10,000.00 4,200.00 5,700.00 44.00 5,700.00 3,080.00 13,000.00 75.00 13,000.00 5,250.00 B6 2-02 Cement Conc. Curb & Gutter Removal Incl. Haul 40 LF 30.00 1,200.00 38.00 1,520.00 40.00 1,600.00 B7 2-02 Removal of Structure and Obstruction LS $ 1,000.00 1,000.00 3,900.00 3,900.00 2,500.00 2,500.00 B8 2-03 Unsuitable Foundation Excavation Incl. Haul 10 CY 95.00 950.00 125.00 1,250.00 150.00 1,500.00 B9 2-03 Gravel Borrow Incl. Haul 30 TON 25.00 750.00 25.00 750.00 25.00 750.00 B10 B11 B12 B13 B14 4-04 5-04 5-04 5-04 8-01 Crushed Surfacing Top Course Pavement Repair Excavation Incl. Haul Slurry Seal, Type 2 HMA for Pavement Repair Cl. 1/2" PG 64-22 Erosion/Water Pollution Control 100 80 3,500 70 1 TON CY SY TON FA $ 60.00 90.00 4.00 150.00 500.00 $ 6,000.00 7,200.00 14,000.00 10,500.00 500.00 53.00 40.00 2.75 115.00 500.00 $ 5,300.00 3,200.00 9,625.00 8,050.00 500.00 $ 35.00 75.00 15.00 150.00 500.00 3,500.00 6,000.00 52,500.00 10,500.00 500.00 B15 8-01 Inlet Protection 10 EA 80.00 800.00 95.00 950.00 100.00 1,000.00 B16 B17 8-04 8-04 Cement Conc. Extruded Curb Type 6 Cement Concrete Traffic Curb 700 520 LF LF 15.00 40.00 10,500.00 20,800.00 8.00 45.00 5,600.00 23,400.00 $ 8.00 31.00 5,600.00 16,120.00 B18 8-04 Cement Conc. Curb and Gutter 170 LF 60.00 10,200.00 $ 49.00 8,330.00 30.00 5,100.00 B19 8-14 Cement Conc. Sidewalk 70 SY 70.00 $ 4,900.00 69.00 4,830.00 45.00 3,150.00 B20 8-14 Cement Conc. Curb Ramp EA 2,000.00 $ 2,000.00 2,300.00 2,300.00 800.00 800.00 B21 8-22 Paint Line, 4 Inch 1,400 FT 0.30 $ 420.00 0.50 700.00 0.40 560.00 B22 8-02 Topsoil Type A 40 CY 45.00 $ 1,800.00 Subtotal $ 121,220.00 140.00 Subtotal $ 5,600.00 98,645.00 200.00 Subtotal $ 8,000.00 162,930.00 Total Estimated Construction Cost Schedule B $ 121,220.00 Subtotal 98,645.00 Subtotal 162,930.00 Tukwila 2019 Overlay Program - Bid Tabs.xlsx 216TH-3 Sheet 2 of 4 Bid Item No. Section No. 2019 Overlay and Repair Program Project No. 91910401 Bid Tabulation Tuesday, April 16, 2019 C1 1-04 Unexpected Site Changes C2 1-07 SPCC Plan C3 1-09 Mobilization C4 1-10 Project Temporary Traffic Contro C5 2-02 Cement Conc. Sidewalk Removal Incl. Haul C6 2-02 Cement Conc. Curb Removal Inc!. Haul 7 2-02 Roadway Excavation Incl. Haul C8 2-03 Unsuitable Foundation Excavation Incl. Hau C9 4-04 Crushed Surfacing Top Course C10 5-04 HMA CI. 1/2" PG 64-22 C11 7-12 Adjust Water Valve C12 8-01 Inlet Protection C13 8-02 Root Barrier C14 8-04 Reinforced Cement Conc. Curb and Gutter C15 8-06 Cement Conc. Driveway Entrance C16 8-14 Cement Conc. Sidewalk C17 8-09 Raised Pavement Marker Type C18 8-09 Raised Pavement Marker Type 2 C19 8-22 Plastic Traffic Arrow C20 8-19 Adjust Franchise Utility Box/Vault ROADWAY (ADDITIVE SCHEDULE D) id item D1 1-04 Unexpected Site Changes D2 1-09 Mobilization D3 1 10 Project Temporary Traffic Control D4 2-02 Roadway Excavation Incl. Haul D5 4-04 Crushed Surfacing Top Course D6 5-04 HMA Cl. 1/2" PG 64-22 D7 5-04 Planing Bituminous Pave en D8 Not Used D9 Not Used D10 Not Used D11 Not Used D12 8-09 Raised Pavement Marker Type D13 8-09 Raised Pavement Marker Type 2 D14 8-22 Plastic Traffic Arrow Interdisciplinary Design Enineer Estimate Total Quantity Unit Unit Cost Total Cost 1 1 FA LS LS 0 SY 5,000.00 $ 1,000.00 $ 0,000.00 Tucci & Sons, Inc. j Lakeside Industries, Inc. Unit Cost Total Cost 5,000.00 $ 5,000.00 1,000.00 $ 60.00 $ 0,000.00 $ 1,800.00 $ 10,000.00 $ 10,000.00 $ 7,600.00 $ 60.00 $ 1,800.00 $ 50.00 90 LF $ 25.00 $ 2,250.00 $ 200 CY 48.00 $ 9.600.00 5,000.00 60.00 800.00 7,600.00 $ 500.00 7.00 $ 1,530.00 $ 118.00 $ 23,600.00 20 CY $ 60.00 $ 1,200.00 $ 60.00 $ 50 TON $ 45.00 $ 2,250.00 $ 50.00 280 TON $ 110.00 $ 30,800.00 $ 2 EA 6 30 50 EA LF 0 SY Unit Cost Total Cost 5,000.00 ,000.00 2,000.00 5,200.00 $ 60.00 50.00 $ 75.00 1,200.00 $ 75.00 $ 2,500.00 $ 35.00 170.00 $ 47,600.00 $ $ 500.00 $ 1,000.00 $ 870.00 $ 1,740.00 $ $ 80.00 $ 480.00 $ 95.00 $ 20.00 $ 600.00 $ $ 50.00 $ 5,000.00 1.000.00 2,000.00 5,200.00 00.00 4,500.00 5,000.00 1.500.00 1.750.00 110.00 $ 30,800.00 400.00 $ 800.00 70.00 $ 100.00 $ 6.00 $ 1,680.00 $ 2,500.00 $ 64.00 $ $ 80.00 $ 4,000.00 $ 600.00 10.00 $ 300.00 3,200.00 $ 60.00 $ 64.00 $ 3,200.00 30 SY $ 65.00 $ 1,950.00 $ 49.00 $ 1,470.00 HUND $ 500.00 0 HUND $ 500.00 $ 2 EA $ 80 00 EA 500.00 $ 280.00 $ 280.00 $ 100.00 $ 560.00 $ 3,000.00 60.00 $ 3,000.00 45.00 $ 1,350.00 250.00 $ 250.00 112.00 $ 500.00 $ 60.00 $ 64.00 $ 128.00 $ 500.00 $ 1,000.00 $ Subtotal $ 86,190.00 Total Estimated Construction Cost Schedule C $ 86,190.00 Subtotal FA $ 2,000.00 1 LS $ 8,000.00 $ 2,000.00 $ 8,000.00 $ ,350.00 $ 2,700.00 $ Subtotal $ 107,470.00 100.00 60.00 $ 120.00 995.00 $ 1,990.00 Subtotal $ 90,060.00 107,470.00 Subtotal $ 90,060.00 Reported Tota Difference 2,000.00 $ 2,000.00 $ 000.00 $ 1,000.00 $ S $ 8,000.00 $ 8,000.00 $ 16,500.00 $ 16,500.00 $ 30 CY $ 75.00 $ 10 TON 2,250.00 $ 60.00 $ 600.00 $ 370 TON $ 110.00 $ 40,700.00 $ 2,000 SY 5.00 $ 10,000.00 $ HUND $ 500.00 $ 1,000.00 $ HUND 500.00 $ 500.00 EA $ 80.00 $ 240.00 $ 94.00 $ 2,820.00 $ 44.00 $ 440.00 110.00 $ 40,700.00 $ 87, 360.00 2,700.00 Tot 2,000.00 $ 2,000.00 10,000.00 $ 10,000.00 6,500.00 $ 6,500.00 75.00 $ 2,250.00 35.00 $ 350.00 115.00 $ 42,550.00 4.00 $ 8,000.00 $ 6.20 $ 12,400.00 280.00 $ 560.00 $ 560.00 $ 560.00 64.00 $ 192.00 $ $ 250.00 $ 500.00 500.00 $ 500.00 57.00 $ 171.00 Tukwila 2019 Overlay Program - Bid Tabs.xlsx 216TH-3 Sheet 3 of 4 2019 Overlay and Repair Program Project No. 91910401 Interdisciplinary Design Bid Tabulation Tuesday, April 16, 2019 Enineer Estimate 1 Tucci & Sons, Inc. I Lakeside Industries, Inc. Bid Item No. Section No. Item Total Quantity Unit Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost D15 8-22 Plastic Stop Line 24" 25 LF $ 50.00 1,250.00 $ 9.00 225.00 8.00 200.00 D16 8-22 Plastic Crosswalk Line 100 SF $ 8.00 $ 800.00 $ 4.25 $ 425.00 $ 4.00 $ 400.00 D17 8-22 Paint Line, 4 Inch 632 LF $ 0.50 316.00 0.50 $ 316.00 0.40 252.80 D18 8-23 Temporary Pavement Markings 700 LF $ 0.25 $ 175.00 $ 0.30 $ 210.00 $ 0.50 $ 350.00 D19 8-19 Adjust Gas Valve 1 EA $ 650.00 Subtotal $ 650.00 $ 76,481.00 $ 900.00 Subtotal $ 900.00 $ 74,848.00 $ 400.00 Subtotal $ 400.00 $ 78,823.80 Total Estimated Construction Cost Schedule D $ 76,481.00 Subtotal 74,848.00 Subtotal 78.823.80 Reported Total Difference $ 78,823.00 $ 0.80 CONSTRUCTION CONSTRUCTION SUBTOTAL BASE BID (SCHEDULES A, B, & C) $ 1,168,765.00 SUBTOTAL ADDITIVE (SCHEDULE D) $ 76,481.00 SCH A,B,&C $ 1,211,916.50 SCH D $ 74,848.00 SCH A,B,&C SCH D $ 1,280,678.50 $ 78,823.80 Reported Total A Reported Total B Reported Total C Reported Subtotal A,B&C $ 1,028,038.50 $ 162,930.00 $ 87,360.00 $ 1,278,328.50 Difference Reported Total D $ 2,350.00 $ 78,823.00 Difference $ 0.80 TOTAL ESTIMATED CONSTRUCTION COST $ 1,245,246.00 Total Tucci $ 1,286,764.50 Total Lakeside $ 1,359,502.30 Tukwila 2019 Overlay Program - Bid Tabs.xlsx 216TH-3 Sheet 4 of 4