Copy of Mulino Airport Area Paving Package Bid Tab analysis.xlsx
XLSX spreadsheet 23 KB Posted
- Attached to
- Cheese Shredded Blend
- Solicitation number
- S-29100-00007330
- Issued by
- Marion County, Oregon
About this file
This document is a bid tabulation analysis for the Mulino Airport Area Paving Package, a public works project involving three separate paving sections across different roadways. The project encompasses paving work on Adkins Circle, Airport Road, and Fish Road/South Buff Road, with bid submissions received from four contractors: KNL Industries, Inc., S-2 Contractors, Knife River Corp. Northwest, and North Santiam Paving Co. The work includes asphalt pavement installation, subgrade stabilization, removal of existing surfacing at various depths, aggregate base and shoulder placement, temporary traffic control, erosion control, and monument box installation. Quantities vary by section, with asphalt paving ranging from 400 to 1,300 tons across the three projects, subgrade stabilization from 290 to 400 square yards, and removal of surfacing quantities between 1,120 and 7,310 square yards depending on the section. No specific response dates, site visits, or bidders' conference information is detailed in this bid tab analysis document.
The bid tabulation presents unit prices and total costs for all line items across the four competing bidders, with total project bids ranging from $842,065.00 to $1,043,751.00. The analysis identifies the low and high unit prices for each bid item and calculates average unit prices and totals across all bidders. KNL Industries submitted the lowest overall bid at $842,065.00, while S-2 Contractors submitted the highest at $1,041,280.00. Significant bid variations exist on certain items, particularly mobilization costs and aggregate shoulders, with some unit prices varying by more than 100 percent between bidders. The document does not specify contract terms, renewal options, set-asides, or funding sources, serving solely as a comparative analysis of the received bids for evaluation purposes.
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Bid Tabs
| Mulino Airport Area Paving Package Bid Tabulations | ||||||
| KNL Industries, Inc. | S-2 Contractors | Knife River Corp. Northwest | North Santiam Paving Co. | Low/High Analysis | Average of the Bids |
| Bid Item | Unit | Quantity | Unit Price | Total | Unit Price | Total | Unit Price | Total | Unit Price | Total | Low UP | High UP | Average Unit Price | Average Total | |
| 100 | EXTRA WORK DONE ON FORCE ACCOUNT BASIS | FA | 1 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 |
| 101 | MOBILIZATION | LS | 1 | $ 30,000.00 | $ 30,000.00 | $ 20,000.00 | $ 20,000.00 | $ 15,000.00 | $ 15,000.00 | $ 82,300.00 | $ 82,300.00 | $ 15,000.00 | $ 82,300.00 | $ 36,825.00 | $ 36,825.00 |
| 102 | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR S ADKINS CIR | LS | 1 | $ 7,500.00 | $ 7,500.00 | $ 20,000.00 | $ 20,000.00 | $ 30,035.00 | $ 30,035.00 | $ 17,700.00 | $ 17,700.00 | $ 7,500.00 | $ 30,035.00 | $ 18,808.75 | $ 18,808.75 |
| 103 | TEMPORARY PROJECT INFORMATION SIGNS | SF | 30 | $ 30.00 | $ 900.00 | $ 70.00 | $ 2,100.00 | $ 17.00 | $ 510.00 | $ 37.00 | $ 1,110.00 | $ 17.00 | $ 70.00 | $ 38.50 | $ 1,155.00 |
| 104 | TEMPORARY REMOVABLE TAPE | LF | 135 | $ 3.00 | $ 405.00 | $ 3.00 | $ 405.00 | $ 6.50 | $ 877.50 | $ 3.75 | $ 506.25 | $ 3.00 | $ 6.50 | $ 4.06 | $ 548.44 |
| 105 | EROSION CONTROL | LS | 1 | $ 1,000.00 | $ 1,000.00 | $ 2,000.00 | $ 2,000.00 | $ 1,450.00 | $ 1,450.00 | $ 750.00 | $ 750.00 | $ 750.00 | $ 2,000.00 | $ 1,300.00 | $ 1,300.00 |
| 106 | POLLUTION CONTROL PLAN | LS | 1 | $ 1,000.00 | $ 1,000.00 | $ 500.00 | $ 500.00 | $ 918.00 | $ 918.00 | $ 300.00 | $ 300.00 | $ 300.00 | $ 1,000.00 | $ 679.50 | $ 679.50 |
| 107 | ASPHALT PAVEMENT SAW CUTTING | LF | 410 | $ 2.00 | $ 820.00 | $ 4.00 | $ 1,640.00 | $ 3.40 | $ 1,394.00 | $ 2.80 | $ 1,148.00 | $ 2.00 | $ 4.00 | $ 3.05 | $ 1,250.50 |
| 108 | REMOVAL OF SURFACINGS, 1-2 INCH DEEP | SQYD | 5,990 | $ 3.50 | $ 20,965.00 | $ 4.00 | $ 23,960.00 | $ 4.00 | $ 23,960.00 | $ 2.75 | $ 16,472.50 | $ 2.75 | $ 4.00 | $ 3.56 | $ 21,339.38 |
| 109 | REMOVAL OF SURFACINGS, 2-3 INCH DEEP | SQYD | 880 | $ 4.00 | $ 3,520.00 | $ 5.00 | $ 4,400.00 | $ 5.70 | $ 5,016.00 | $ 4.10 | $ 3,608.00 | $ 4.00 | $ 5.70 | $ 4.70 | $ 4,136.00 |
| 110 | 12 INCH SUBGRADE STABILIZATION | SQYD | 400 | $ 60.00 | $ 24,000.00 | $ 70.00 | $ 28,000.00 | $ 46.00 | $ 18,400.00 | $ 53.00 | $ 21,200.00 | $ 46.00 | $ 70.00 | $ 57.25 | $ 22,900.00 |
| 111 | INSTALL CAST IRON MONUMENT BOXES | EA | 9 | $ 500.00 | $ 4,500.00 | $ 500.00 | $ 4,500.00 | $ 370.00 | $ 3,330.00 | $ 1,150.00 | $ 10,350.00 | $ 370.00 | $ 1,150.00 | $ 630.00 | $ 5,670.00 |
| 112 | 3/4 INCH - 0 AGGREGATE BASE | TON | 1,250 | $ 40.00 | $ 50,000.00 | $ 50.00 | $ 62,500.00 | $ 46.00 | $ 57,500.00 | $ 47.00 | $ 58,750.00 | $ 40.00 | $ 50.00 | $ 45.75 | $ 57,187.50 |
| 113 | AGGREGATE SHOULDERS (1-1/2"-0) | TON | 850 | $ 40.00 | $ 34,000.00 | $ 100.00 | $ 85,000.00 | $ 40.50 | $ 34,425.00 | $ 40.00 | $ 34,000.00 | $ 40.00 | $ 100.00 | $ 55.13 | $ 46,856.25 |
| 114 | AGGREGATE APPROACH: AGGREGATE BASE | TON | 10 | $ 100.00 | $ 1,000.00 | $ 100.00 | $ 1,000.00 | $ 180.00 | $ 1,800.00 | $ 340.00 | $ 3,400.00 | $ 100.00 | $ 340.00 | $ 180.00 | $ 1,800.00 |
| 115 | LEVEL 2, 1/2 INCH ACP | TON | 1,300 | $ 110.00 | $ 143,000.00 | $ 114.00 | $ 148,200.00 | $ 93.50 | $ 121,550.00 | $ 110.00 | $ 143,000.00 | $ 93.50 | $ 114.00 | $ 106.88 | $ 138,937.50 |
| 116 | EXTRA FOR ASPHALT APPROACHES | EA | 9 | $ 400.00 | $ 3,600.00 | $ 1,000.00 | $ 9,000.00 | $ 830.00 | $ 7,470.00 | $ 700.00 | $ 6,300.00 | $ 400.00 | $ 1,000.00 | $ 732.50 | $ 6,592.50 |
| 117 | PAVEMENT BAR, TYPE B-HS | SQFT | 45 | $ 30.00 | $ 1,350.00 | $ 50.00 | $ 2,250.00 | $ 50.00 | $ 2,250.00 | $ 65.00 | $ 2,925.00 | $ 30.00 | $ 65.00 | $ 48.75 | $ 2,193.75 |
| 200 | EXTRA WORK DONE ON FORCE ACCOUNT BASIS | FA | 1 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 | $ 5,000.00 |
| 201 | MOBILIZATION | LS | 1 | $ 13,000.00 | $ 13,000.00 | $ 8,000.00 | $ 8,000.00 | $ 12,600.00 | $ 12,600.00 | $ 41,350.00 | $ 41,350.00 | $ 8,000.00 | $ 41,350.00 | $ 18,737.50 | $ 18,737.50 |
| 202 | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR S AIRPORT RD | LS | 1 | $ 10,000.00 | $ 10,000.00 | $ 7,000.00 | $ 7,000.00 | $ 23,940.00 | $ 23,940.00 | $ 10,750.00 | $ 10,750.00 | $ 7,000.00 | $ 23,940.00 | $ 12,922.50 | $ 12,922.50 |
| 203 | TEMPORARY PROJECT INFORMATION SIGNS | SF | 30 | $ 30.00 | $ 900.00 | $ 70.00 | $ 2,100.00 | $ 17.00 | $ 510.00 | $ 37.00 | $ 1,110.00 | $ 17.00 | $ 70.00 | $ 38.50 | $ 1,155.00 |
| 204 | TEMPORARY REMOVABLE TAPE | LF | 150 | $ 3.00 | $ 450.00 | $ 3.00 | $ 450.00 | $ 6.50 | $ 975.00 | $ 3.75 | $ 562.50 | $ 3.00 | $ 6.50 | $ 4.06 | $ 609.38 |
| 205 | EROSION CONTROL | LS | 1 | $ 1,000.00 | $ 1,000.00 | $ 1,000.00 | $ 1,000.00 | $ 1,800.00 | $ 1,800.00 | $ 750.00 | $ 750.00 | $ 750.00 | $ 1,800.00 | $ 1,137.50 | $ 1,137.50 |
| 206 | POLLUTION CONTROL PLAN | LS | 1 | $ 1,000.00 | $ 1,000.00 | $ 500.00 | $ 500.00 | $ 915.00 | $ 915.00 | $ 300.00 | $ 300.00 | $ 300.00 | $ 1,000.00 | $ 678.75 | $ 678.75 |
| 207 | ASPHALT PAVEMENT SAW CUTTING | LF | 300 | $ 2.00 | $ 600.00 | $ 5.00 | $ 1,500.00 | $ 3.40 | $ 1,020.00 | $ 2.75 | $ 825.00 | $ 2.00 | $ 5.00 | $ 3.29 | $ 986.25 |
| 208 | REMOVAL OF SURFACINGS, 1-2 INCH DEEP | SQYD | 1,120 | $ 3.50 | $ 3,920.00 | $ 5.00 | $ 5,600.00 | $ 8.15 | $ 9,128.00 | $ 5.00 | $ 5,600.00 | $ 3.50 | $ 8.15 | $ 5.41 | $ 6,062.00 |
| 209 | REMOVAL OF SURFACINGS, 2-3 INCH DEEP | SQYD | 880 | $ 4.00 | $ 3,520.00 | $ 5.00 | $ 4,400.00 | $ 7.75 | $ 6,820.00 | $ 6.50 | $ 5,720.00 | $ 4.00 | $ 7.75 | $ 5.81 | $ 5,115.00 |
| 210 | 12 INCH SUBGRADE STABILIZATION | SQYD | 290 | $ 75.00 | $ 21,750.00 | $ 70.00 | $ 20,300.00 | $ 46.00 | $ 13,340.00 | $ 53.00 | $ 15,370.00 | $ 46.00 | $ 75.00 | $ 61.00 | $ 17,690.00 |
| 211 | CAST IRON MONUMENT BOXES | EA | 1 | $ 500.00 | $ 500.00 | $ 500.00 | $ 500.00 | $ 370.00 | $ 370.00 | $ 1,150.00 | $ 1,150.00 | $ 370.00 | $ 1,150.00 | $ 630.00 | $ 630.00 |
| 212 | 3/4 INCH - 0 AGGREGATE BASE | TON | 370 | $ 40.00 | $ 14,800.00 | $ 50.00 | $ 18,500.00 | $ 44.50 | $ 16,465.00 | $ 52.00 | $ 19,240.00 | $ 40.00 | $ 52.00 | $ 46.63 | $ 17,251.25 |
| 213 | AGGREGATE SHOULDERS (1-1/2"-0) | TON | 260 | $ 40.00 | $ 10,400.00 | $ 100.00 | $ 26,000.00 | $ 65.00 | $ 16,900.00 | $ 48.00 | $ 12,480.00 | $ 40.00 | $ 100.00 | $ 63.25 | $ 16,445.00 |
| 214 | AGGREGATE APPROACH: AGGREGATE BASE | TON | 10 | $ 100.00 | $ 1,000.00 | $ 100.00 | $ 1,000.00 | $ 180.00 | $ 1,800.00 | $ 340.00 | $ 3,400.00 | $ 100.00 | $ 340.00 | $ 180.00 | $ 1,800.00 |
| 215 | LEVEL 2, 1/2 INCH ACP | TON | 400 | $ 110.00 | $ 44,000.00 | $ 114.00 | $ 45,600.00 | $ 107.50 | $ 43,000.00 | $ 127.00 | $ 50,800.00 | $ 107.50 | $ 127.00 | $ 114.63 | $ 45,850.00 |
| 216 | EXTRA FOR ASPHALT APPROACHES | EA | 3 | $ 400.00 | $ 1,200.00 | $ 1,000.00 | $ 3,000.00 | $ 820.00 | $ 2,460.00 | $ 1,000.00 | $ 3,000.00 | $ 400.00 | $ 1,000.00 | $ 805.00 | $ 2,415.00 |
| 217 | PAVEMENT BAR, TYPE B-HS | SQFT | 50 | $ 30.00 | $ 1,500.00 | $ 50.00 | $ 2,500.00 | $ 50.00 | $ 2,500.00 | $ 65.00 | $ 3,250.00 | $ 30.00 | $ 65.00 | $ 48.75 | $ 2,437.50 |
| 300 | EXTRA WORK DONE ON FORCE ACCOUNT BASIS | FA | 1 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 | $ 19,000.00 |
| 301 | MOBILIZATION | LS | 1 | $ 35,000.00 | $ 35,000.00 | $ 20,000.00 | $ 20,000.00 | $ 15,000.00 | $ 15,000.00 | $ 77,750.00 | $ 77,750.00 | $ 15,000.00 | $ 77,750.00 | $ 36,937.50 | $ 36,937.50 |
| 302 | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR S FISH RD/S BUFF RD | LS | 1 | $ 10,000.00 | $ 10,000.00 | $ 20,000.00 | $ 20,000.00 | $ 23,016.00 | $ 23,016.00 | $ 23,700.00 | $ 23,700.00 | $ 10,000.00 | $ 23,700.00 | $ 19,179.00 | $ 19,179.00 |
| 303 | TEMPORARY PROJECT INFORMATION SIGNS | SF | 15 | $ 30.00 | $ 450.00 | $ 70.00 | $ 1,050.00 | $ 17.00 | $ 255.00 | $ 37.00 | $ 555.00 | $ 17.00 | $ 70.00 | $ 38.50 | $ 577.50 |
| 304 | TEMPORARY REMOVABLE TAPE | LF | 75 | $ 3.00 | $ 225.00 | $ 3.00 | $ 225.00 | $ 6.00 | $ 450.00 | $ 3.75 | $ 281.25 | $ 3.00 | $ 6.00 | $ 3.94 | $ 295.31 |
| 305 | EROSION CONTROL | LS | 1 | $ 1,000.00 | $ 1,000.00 | $ 2,000.00 | $ 2,000.00 | $ 1,775.00 | $ 1,775.00 | $ 750.00 | $ 750.00 | $ 750.00 | $ 2,000.00 | $ 1,381.25 | $ 1,381.25 |
| 306 | POLLUTION CONTROL PLAN | LS | 1 | $ 1,000.00 | $ 1,000.00 | $ 500.00 | $ 500.00 | $ 915.00 | $ 915.00 | $ 300.00 | $ 300.00 | $ 300.00 | $ 1,000.00 | $ 678.75 | $ 678.75 |
| 307 | ASPHALT PAVEMENT SAW CUTTING | LF | 230 | $ 2.00 | $ 460.00 | $ 4.00 | $ 920.00 | $ 3.40 | $ 782.00 | $ 2.75 | $ 632.50 | $ 2.00 | $ 4.00 | $ 3.04 | $ 698.63 |
| 308 | REMOVAL OF SURFACINGS, 1-2 INCH DEEP | SQYD | 5,320 | $ 3.50 | $ 18,620.00 | $ 4.00 | $ 21,280.00 | $ 4.95 | $ 26,334.00 | $ 2.75 | $ 14,630.00 | $ 2.75 | $ 4.95 | $ 3.80 | $ 20,216.00 |
| 309 | REMOVAL OF SURFACINGS, 2-3 INCH DEEP | SQYD | 2,390 | $ 4.00 | $ 9,560.00 | $ 5.00 | $ 11,950.00 | $ 3.85 | $ 9,201.50 | $ 4.00 | $ 9,560.00 | $ 3.85 | $ 5.00 | $ 4.21 | $ 10,067.88 |
| 310 | 12 INCH SUBGRADE STABILIZATION | SQYD | 400 | $ 60.00 | $ 24,000.00 | $ 70.00 | $ 28,000.00 | $ 46.00 | $ 18,400.00 | $ 53.00 | $ 21,200.00 | $ 46.00 | $ 70.00 | $ 57.25 | $ 22,900.00 |
| 311 | CAST IRON MONUMENT BOXES | EA | 1 | $ 500.00 | $ 500.00 | $ 500.00 | $ 500.00 | $ 370.00 | $ 370.00 | $ 1,150.00 | $ 1,150.00 | $ 370.00 | $ 1,150.00 | $ 630.00 | $ 630.00 |
| 312 | 3/4 INCH - 0 AGGREGATE BASE | TON | 1,320 | $ 40.00 | $ 52,800.00 | $ 50.00 | $ 66,000.00 | $ 45.15 | $ 59,598.00 | $ 50.50 | $ 66,660.00 | $ 40.00 | $ 50.50 | $ 46.41 | $ 61,264.50 |
| 313 | AGGREGATE SHOULDERS (1-1/2"-0) | TON | 940 | $ 40.00 | $ 37,600.00 | $ 100.00 | $ 94,000.00 | $ 39.50 | $ 37,130.00 | $ 42.00 | $ 39,480.00 | $ 39.50 | $ 100.00 | $ 55.38 | $ 52,052.50 |
| 314 | AGGREGATE APPROACH: AGGREGATE BASE | TON | 10 | $ 100.00 | $ 1,000.00 | $ 100.00 | $ 1,000.00 | $ 180.00 | $ 1,800.00 | $ 350.00 | $ 3,500.00 | $ 100.00 | $ 350.00 | $ 182.50 | $ 1,825.00 |
| 315 | LEVEL 2, 1/2 INCH ACP | TON | 1,300 | $ 110.00 | $ 143,000.00 | $ 114.00 | $ 148,200.00 | $ 94.40 | $ 122,720.00 | $ 115.00 | $ 149,500.00 | $ 94.40 | $ 115.00 | $ 108.35 | $ 140,855.00 |
| 316 | EXTRA FOR ASPHALT APPROACHES | EA | 20 | $ 400.00 | $ 8,000.00 | $ 1,000.00 | $ 20,000.00 | $ 740.00 | $ 14,800.00 | $ 600.00 | $ 12,000.00 | $ 400.00 | $ 1,000.00 | $ 685.00 | $ 13,700.00 |
| 317 | PAVEMENT BAR, TYPE B-HS | SQFT | 25 | $ 30.00 | $ 750.00 | $ 50.00 | $ 1,250.00 | $ 50.00 | $ 1,250.00 | $ 65.00 | $ 1,625.00 | $ 30.00 | $ 65.00 | $ 48.75 | $ 1,218.75 |
| Total | $ 842,065.00 | Total | $ 1,041,280.00 | $ 855,225.00 | Total | $ 1,043,751.00 | Average | $ 945,580.25 |
| $344,560.00 | $432,455.00 | $342,885.50 | $420,819.75 |
| $134,540.00 | $152,950.00 | $159,543.00 | $180,657.50 |
| $362,965.00 | $455,875.00 | $352,796.50 | $442,273.75 |
| $842,065.00 | $1,041,280.00 | $855,225.00 | $1,043,751.00 |
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