Preliminary Results~81.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- Early Literacy Professional Development, Coaching and High-Dosage Tutoring Opportunities
- Solicitation number
- S-58100-00011131
- Issued by
- Marion County, Oregon
About this file
This preliminary bidding results spreadsheet documents the sealed bid comparison for a highway construction and resurfacing project issued by an unspecified state or local transportation agency, with bids received from LTM, dba Knife River Materials and Tidewater Contractors as of September 5, 2024. The project encompasses comprehensive roadway improvements including traffic control, temporary protective measures, site preparation, excavation, pavement removal, base course installation, asphalt paving, and safety infrastructure such as guardrails and delineation markers. The scope of work includes 53 line items with quantities ranging from single units for mobilization and specialized services to large-scale quantities such as 16,000 cubic yards of general excavation, 7,000 tons of aggregate base, and 6,600 tons of asphalt concrete pavement. The bid comparison shows unit prices and total prices for each line item across both bidders, with no specific contract award date, performance deadline, or renewal terms identified in this preliminary results document.
LTM, dba Knife River Materials submitted a total bid of $4,533,196.45, while Tidewater Contractors submitted a total bid of $5,421,445.75, representing a price differential of $888,249.30. Significant bid variations appear in traffic control and labor-intensive items, with Tidewater Contractors pricing flaggers at $82.00 per hour compared to LTM's $1.00 per hour, and pilot car services at $85.00 per hour versus LTM's $1.00 per hour, while both bidders matched pricing on items such as temporary signs, drainage curbs, and guardrail height conversion work. The document is marked as preliminary results and explicitly states that these results are not an indicator of award, suggesting that final award determination may be pending bid evaluation, protests resolution, or other administrative procedures. No information regarding set-asides, incumbent contractors, contract funding sources, or performance requirements is included in this bidding results sheet.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid S-58100-00011131 RFI Document.pdf | ||
| Bid S-58100-00011131 RFI AttC~3.pdf |
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Text version
Sheet1
| S-73000-00011133 | September 5, 2024 3:30 PM | ||||
| Preliminary Results* | LTM, dba Knife River Materials | Tidewater Contractors | |||
| Item | Description | Est | |||
| QTY | UNIT | UNIT | |||
| PRICE | TOTAL | ||||
| PRICE | UNIT | ||||
| PRICE | TOTAL |
PRICE
| 1 | Mobilization | 1 | LS | $224,000.00 | $224,000.00 | $500,000.00 | $500,000.00 |
| 2 | Temporary Protection and Direction of Traffic | 1 | LS | $596,000.00 | $596,000.00 | $160,000.00 | $160,000.00 |
| 3 | Temporary Signs | 565 | SQFT | $30.00 | $16,950.00 | $30.00 | $16,950.00 |
| 4 | Sequential Arrow Signs | 1 | EA | $1,500.00 | $1,500.00 | $2,000.00 | $2,000.00 |
| 5 | Portable Changeable Message Signs | 2 | EA | $1,750.00 | $3,500.00 | $7,500.00 | $15,000.00 |
| 6 | Flaggers | 6000 | HR | $1.00 | $6,000.00 | $82.00 | $492,000.00 |
| 7 | Flagger Station Lighting | 4 | EA | $1,750.00 | $7,000.00 | $5,000.00 | $20,000.00 |
| 8 | Pilot Cars | 2500 | HR | $1.00 | $2,500.00 | $85.00 | $212,500.00 |
| 9 | Automated Flagger Assistance Device | 8 | EA | $100.00 | $800.00 | $3,000.00 | $24,000.00 |
| 10 | Temporary Barricades, Type I | 2 | EA | $130.00 | $260.00 | $100.00 | $200.00 |
| 11 | Temporary Barricades, Type III | 11 | EA | $190.00 | $2,090.00 | $300.00 | $3,300.00 |
| 12 | Temporary Plastic Drums | 88 | EA | $90.00 | $7,920.00 | $50.00 | $4,400.00 |
| 13 | Temporary Barrier | 7830 | FT | $21.00 | $164,430.00 | $21.00 | $164,430.00 |
| 14 | Temporary Impact Attenuator, Narrow Site System | 16 | EA | $1,875.00 | $30,000.00 | $4,000.00 | $64,000.00 |
| 15 | Moving Temporary Impact Attenuator, Narrow Site System | 8 | EA | $1,250.00 | $10,000.00 | $1,500.00 | $12,000.00 |
| 16 | Repair Temporary Impact Attenuator, Narrow Site System | 8 | EA | $100.00 | $800.00 | $3,000.00 | $24,000.00 |
| 17 | Reflective Barrier Panels | 1254 | EA | $33.00 | $41,382.00 | $35.00 | $43,890.00 |
| 18 | Temporary Flexible Pavement Markers | 633 | EA | $1.70 | $1,076.10 | $2.00 | $1,266.00 |
| 19 | Temporary Pavement Bars | 96 | SQFT | $6.35 | $609.60 | $11.00 | $1,056.00 |
| 20 | Stripe Removal | 5265 | FT | $1.00 | $5,265.00 | $1.20 | $6,318.00 |
| 21 | Portable Traffic Signal | 3 | EACH PAIR | $100.00 | $300.00 | $13,000.00 | $39,000.00 |
| 22 | Erosion Control | 1 | LS | $100.00 | $100.00 | $1,000.00 | $1,000.00 |
| 23 | Temporary Mulching, Straw | 0.5 | ACRE | $2,000.00 | $1,000.00 | $7,000.00 | $3,500.00 |
| 24 | Compost Erosion Control Blanket | 1500 | SQYD | $9.75 | $14,625.00 | $11.50 | $17,250.00 |
| 25 | Sediment Fence | 500 | FT | $3.00 | $1,500.00 | $7.00 | $3,500.00 |
| 26 | Inlet Protection, Type 3 | 1 | EA | $45.00 | $45.00 | $100.00 | $100.00 |
| 27 | Pollution Control Plan | 1 | LS | $100.00 | $100.00 | $500.00 | $500.00 |
| 28 | Health and Safety Plan | 1 | LS | $100.00 | $100.00 | $5,000.00 | $5,000.00 |
| 29 | Contaiminated Soil Disposal | 1230 | TON | $132.00 | $162,360.00 | $135.00 | $166,050.00 |
| 30 | Construction Survey Work | 1 | LS | $52,500.00 | $52,500.00 | $150,000.00 | $150,000.00 |
| 31 | Removal of Structures and Obstructions | 1 | LS | $62,000.00 | $62,000.00 | $10,000.00 | $10,000.00 |
| 32 | Clearing and Grubbing | 1 | LS | $5,500.00 | $5,500.00 | $10,000.00 | $10,000.00 |
| 33 | General Excavation | 16000 | CUYD | $23.00 | $368,000.00 | $48.00 | $768,000.00 |
| 34 | Subgrade Geotextile | 9900 | SQYD | $1.00 | $9,900.00 | $1.50 | $14,850.00 |
| 35 | Subgrade Reinforcement Geogrid | 39600 | SQYD | $1.60 | $63,360.00 | $2.25 | $89,100.00 |
| 36 | Drainage Curbs | 750 | FT | $20.00 | $15,000.00 | $20.00 | $15,000.00 |
| 37 | Adjusting Inlets | 1 | EA | $1,000.00 | $1,000.00 | $2,500.00 | $2,500.00 |
| 38 | Cold Plane Pavement Removal, 0 - 8" Deep | 11000 | SQYD | $12.50 | $137,500.00 | $7.00 | $77,000.00 |
| 39 | Aggregate Base | 7000 | TON | $75.00 | $525,000.00 | $45.00 | $315,000.00 |
| 40 | Aggregate Subbase | 17500 | TON | $38.00 | $665,000.00 | $45.00 | $787,500.00 |
| 41 | Level 3, 1/2 Inch ACP Mixture (64-22 oil) | 6600 | TON | $156.00 | $1,029,600.00 | $130.00 | $858,000.00 |
| 42 | Level 3, 1/2 Inch ACP in Leveling | 530 | TON | $163.00 | $86,390.00 | $145.00 | $76,850.00 |
| 43 | Extra for Asphalt Approaches | 3 | EA | $550.00 | $1,650.00 | $1,000.00 | $3,000.00 |
| 44 | Guardrail Terminals, Non-Flared | 4 | EA | $3,950.00 | $15,800.00 | $5,900.00 | $23,600.00 |
| 45 | Guardrail Terminals, Buried in Backslope | 1 | EA | $8,750.00 | $8,750.00 | $8,000.00 | $8,000.00 |
| 46 | Extra for 8 Foot Posts | 170 | EA | $125.00 | $21,250.00 | $70.00 | $11,900.00 |
| 47 | Midwest Guardrail System, Type 2A | 3500 | FT | $34.00 | $119,000.00 | $41.00 | $143,500.00 |
| 48 | Guardrail Height Conversion, Type 2A | 9 | EA | $1,450.00 | $13,050.00 | $1,450.00 | $13,050.00 |
| 49 | Delineators, Type 1 | 83 | EA | $80.00 | $6,640.00 | $145.00 | $12,035.00 |
| 50 | Delineators, Type 4 Alternate 2 | 48 | EA | $45.00 | $2,160.00 | $63.00 | $3,024.00 |
| 51 | Mono-Directional White Type IAR Markers | 54 | EA | $11.25 | $607.50 | $13.50 | $729.00 |
| 52 | Bi-Directional Yellow Type IAR Markers | 125 | EA | $11.25 | $1,406.25 | $13.55 | $1,693.75 |
| 53 | Method 2 (Sprayed) (e) Hi-Build Paint, Sprayed, Surface | 19920 | FT | $1.00 | $19,920.00 | $1.20 | $23,904.00 |
| TOTAL | $4,533,196.45 | $5,421,445.75 | |||||
| *Preliminary Results are not an indicator of Award |
Sheet2
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