FP-2024-03A Bid Tabulation.xlsx
XLSX spreadsheet 58 KB Posted
- Solicitation number
- S-580100-00012851
- Issued by
- Umatilla County, Oregon
About this file
The document is a bid tabulation spreadsheet for the Integrated Building Services (ISB) Parking Lot Renewal Project (FP-2024-03A) in Oregon, detailing a comprehensive parking lot reconstruction bid with six competing contractors. The project involves reconstruction of an existing asphalt parking lot, including removal of existing infrastructure, installation of new storm drainage systems, concrete curbs, sidewalks, and associated site improvements. The bid opening occurred on March 11, 2025 at 1 PM, with six contractors submitting detailed unit pricing across 28 line items, covering tasks such as mobilization, temporary traffic control, erosion control, excavation, aggregate base, concrete work, pavement markings, and utility modifications.
The bid tabulation reveals total construction costs ranging from $1,024,354 (lowest bidder R6 Contracting, Inc.) to $1,184,074.50 (highest bidder Mike Becker General Contractor), with a 10% construction contingency bringing the total estimated project cost to $1,363,698.60. The project includes significant quantities of work, such as 6,556 square yards of surface removal, 5,091 cubic yards of general excavation, 1,450 tons of aggregate base, and 960 tons of asphalt concrete pavement. Key infrastructure elements include 12 catch basins, 2 storm sewer manholes, 2,460 linear feet of concrete curbs, and 1,985 square feet of concrete walks, with the existing building remaining unchanged during the renovation.
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ISB Park Lot Bid Tabs
| BID TABULATIONS |
| ISB Parking Lot Renewal |
| March 11, 2025 1PM |
| FP-2024-03A |
| Item No. | Pay Item Name | Unit | Quantity | Engineer's Estimate | R6 Contracting, Inc. | Eastern Oregon Contracting | High Desert Aggregate & Paving | Granite Construction | Mike Becker General Contractor | ||||||
| Unit Price | Total | Unit Price | Total | Unit Price | Total | Unit Price | Total | Unit Price | Total | Unit Price | Total | ||||
| 0210-0100000A | MOBILIZATION | LS | 1 | $55,000.00 | $55,000.00 | $80,000.00 | $80,000.00 | $105,288.50 | $105,288.50 | $166,000.00 | $166,000.00 | $101,000.00 | $101,000.00 | $45,000.00 | $45,000.00 |
| 0225-0101000A | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE | LS | 1 | $5,000.00 | $5,000.00 | $1,507.50 | $1,507.50 | $7,500.00 | $7,500.00 | $9,000.00 | $9,000.00 | $10,000.00 | $10,000.00 | $5,000.00 | $5,000.00 |
| 0280-0100000A | EROSION CONTROL | LS | 1 | $7,500.00 | $7,500.00 | $64,373.00 | $64,373.00 | $15,000.00 | $15,000.00 | $6,500.00 | $6,500.00 | $25,000.00 | $25,000.00 | $73,000.00 | $73,000.00 |
| 0280-0100000A | CONSTRUCTION SURVEY WORK | LS | 1 | $7,500.00 | $7,500.00 | $16,200.00 | $16,200.00 | $15,000.00 | $15,000.00 | $25,000.00 | $25,000.00 | $10,500.00 | $10,500.00 | $28,000.00 | $28,000.00 |
| 0310-0101000F | REMOVAL OF PIPES | FOOT | 30 | $30.00 | $900.00 | $21.50 | $645.00 | $95.00 | $2,850.00 | $25.00 | $750.00 | $14.00 | $420.00 | $20.00 | $600.00 |
| 0310-0101000F | REMOVAL OF CURBS | FOOT | 2,460 | $5.00 | $12,300.00 | $3.00 | $7,380.00 | $2.04 | $5,018.40 | $5.00 | $12,300.00 |
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Math Error Bid has $12,400 however 2,460*$5 is $12,400. Doesn’t alter bid rankings
| $6.15 | $15,129.00 | $9.25 | $22,755.00 | |||||||||||||
| 0310-0102000J | REMOVAL OF WALKS AND DRIVEWAYS | SQYD | 1,985 | $5.00 | $9,925.00 | $3.00 | $5,955.00 | $2.50 | $4,962.50 | $5.00 | $9,925.00 | $12.85 | $25,507.25 | $19.50 | $38,707.50 | |
| 0310-0103000J | REMOVAL OF SURFACINGS | SQYD | 6,556 | $7.50 | $49,170.00 | $3.00 | $19,668.00 | $33.50 | $219,626.00 | $4.50 | $29,502.00 | $8.00 | $52,448.00 | $11.00 | $72,116.00 | |
| 0310-0104000E | REMOVAL OF INLETS | EACH | 2 | $750.00 | $1,500.00 | $1,200.00 | $2,400.00 | $500.00 | $1,000.00 | $250.00 | $500.00 | $750.00 | $1,500.00 | $1,600.00 | $3,200.00 | |
| 0310-0105000E | REMOVAL OF MANHOLES | EACH | 2 | $1,800.00 | $3,600.00 | $1,200.00 | $2,400.00 | $750.00 | $1,500.00 | $750.00 | $1,500.00 | $750.00 | $1,500.00 | $1,600.00 | $3,200.00 | |
| 0310-0106000E | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | EACH | 2 | $2,200.00 | $4,400.00 | $1,200.00 | $2,400.00 | $2,500.00 | $5,000.00 | $2,500.00 | $5,000.00 | $200.00 | $400.00 | $1,600.00 | $3,200.00 | |
| 0320-0100000A | CLEARING AND GRUBBING | LS | 1 | $2,500.00 | $2,500.00 | $10,720.00 | $10,720.00 | $2,000.00 | $2,000.00 | $5,000.00 | $5,000.00 | $1,600.00 | $1,600.00 | $4,100.00 | $4,100.00 | |
| 0330-0105000K | GENERAL EXCAVATION | CUYD | 5,091 | $20.00 | $101,820.00 | $15.00 | $76,365.00 | $19.65 | $100,038.15 | $33.00 | $168,003.00 | $17.00 | $86,547.00 | $20.00 | $101,820.00 | |
| 0350-0101000J | DRAINAGE GEOTEXTILE, TYPE 2 | SQYD | 6,767 | $4.00 | $27,068.00 | $2.50 | $16,917.50 | $2.25 | $15,225.75 | $3.00 | $20,301.00 | $1.60 | $10,827.20 | $2.00 | $13,534.00 | |
| 0350-0105000J | SUBGRADE GEOTEXTILE | SQYD | 6,556 | $5.50 | $36,058.00 | $2.50 | $16,390.00 | $2.25 | $14,751.00 | $3.00 | $19,668.00 | $1.15 | $7,539.40 | $2.00 | $13,112.00 | |
| 0445-035008AF | 8 INCH STORM SEWER PIPE, 5 FT DEPTH | FOOT | 324 | $65.00 | $21,060.00 | $33.00 | $10,692.00 | $48.00 | $15,552.00 | $60.00 | $19,440.00 | $77.00 | $24,948.00 | $35.00 | $11,340.00 | |
| 0445-035010AF | 10 INCH STORM SEWER PIPE, 5 FT DEPTH | FOOT | 36 | $75.00 | $2,700.00 | $134.50 | $4,842.00 | $75.00 | $2,700.00 | $70.00 | $2,520.00 | $132.00 | $4,752.00 | $80.00 | $2,880.00 | |
| 0470-0104000E | CONCRETE MANHOLES, STORM SEWER POLLUTION CONTROL | EACH | 1 | $8,000.00 | $8,000.00 | $3,530.00 | $3,530.00 | $9,500.00 | $9,500.00 | $5,000.00 | $5,000.00 | $7,741.25 | $7,741.25 | $7,650.00 | $7,650.00 | |
| 0470-0332000E | CATCH BASINS, TYPE 3 | EACH | 12 | $2,500.00 | $30,000.00 | $2,804.50 | $33,654.00 | $3,100.00 | $37,200.00 | $1,750.00 | $21,000.00 | $3,640.33 | $43,683.96 | $3,150.00 | $37,800.00 | |
| 0640-0100000M | AGGREGATE BASE | TON | 1,450 | $48.00 | $69,600.00 | $28.50 | $41,325.00 | $28.40 | $41,180.00 | $39.00 | $56,550.00 | $51.50 | $74,675.00 | $45.00 | $65,250.00 | |
| 0640-0100000M | 3" MINUS PIT RUN (CLASS D BACKFILL) | TON | 8,300 | $50.00 | $415,000.00 | $26.50 | $219,950.00 | $13.00 | $107,900.00 | $25.00 | $207,500.00 | $30.00 | $249,000.00 | $24.00 | $199,200.00 | |
| 0745-0622000M | PG 64-28 IN LEVEL 2 ACP | TON | 960 | $135.00 | $129,600.00 | $194.00 | $186,240.00 | $150.00 | $144,000.00 | $115.00 | $110,400.00 | $172.00 | $165,120.00 | $172.00 | $165,120.00 | |
| 0755-0111000J | REINFORCED CONCRETE PAVEMENT 6 INCHES THICK | SQYD | 6 | $1,200.00 | $7,200.00 | $343.50 | $2,061.00 | $238.40 | $1,430.40 | $300.00 | $1,800.00 | $313.00 | $1,878.00 | $415.00 | $2,490.00 | |
| 0759-0110000F | CONCRETE CURBS, STANDARD CURB | FOOT | 2,460 | $32.00 | $78,720.00 | $39.00 | $95,940.00 | $40.24 | $98,990.40 | $34.00 | $83,640.00 | $40.00 | $98,400.00 | $48.00 | $118,080.00 | |
| 0759-0128000J | CONCRETE WALKS | SQFT | 1,985 | $20.00 | $39,700.00 | $18.50 | $36,722.50 | $10.95 | $21,735.75 | $18.00 | $35,730.00 | $25.00 | $49,625.00 | $22.00 | $43,670.00 | |
| 0759-0150000K | CONCRETE STAIRS | EACH | 2 | $5,500.00 | $11,000.00 | $5,343.50 | $10,687.00 | $5,076.93 | $10,153.86 | $7,500.00 | $15,000.00 | $9,000.00 | $18,000.00 | $11,700.00 | $23,400.00 | |
| 0759-0154100E | NEW CURB RAMPS | EACH | 5 | $2,250.00 | $11,250.00 | $531.50 | $2,657.50 | $1,639.81 | $8,199.05 | $500.00 | $2,500.00 | $2,700.00 | $13,500.00 | $900.00 | $4,500.00 | |
| 0759-0510000J | TRUNCATED DOMES ON NEW SURFACES | EACH | 5 | $1,200.00 | $6,000.00 | $486.00 | $2,430.00 | $350.00 | $1,750.00 | $400.00 | $2,000.00 | $384.00 | $1,920.00 | $400.00 | $2,000.00 | |
| 0860-0200000F | LONGITUDINAL PAVEMENT MARKINGS - PAINT | FOOT | 3,300 | $1.50 | $4,950.00 | $2.50 | $8,250.00 | $2.35 | $7,755.00 | $1.50 | $4,950.00 | $2.40 | $7,920.00 | $2.00 | $6,600.00 | |
| 0867-0173000E | PAVEMENT LEGEND, TYPE B: DISABLED PARKING | EACH | 6 | $400.00 | $2,400.00 | $607.50 | $3,645.00 | $400.00 | $2,400.00 | $600.00 | $3,600.00 | $530.00 | $3,180.00 | $500.00 | $3,000.00 | |
| 0905-0100000A | REMOVE EXISTING SIGNS | EACH | 6 | $180.00 | $1,080.00 | $277.50 | $1,665.00 | $250.00 | $1,500.00 | $100.00 | $600.00 | $12.00 | $72.00 | $100.00 | $600.00 | |
| 1040-0196000M | ROCK MULCH | TONS | 95 | $75.00 | $7,125.00 | $40.50 | $3,847.50 | $80.00 | $7,600.00 | $40.00 | $3,800.00 | $85.00 | $8,075.00 | $100.00 | $9,500.00 | |
| 1140-0100000F | 8 INCH POTABLE WATER PIPE, FITTINGS AND COUPLINGS WITH CLASS A BACKFILL | FOOT | 470 | $85.00 | $39,950.00 | $34.50 | $16,215.00 | $48.00 | $22,560.00 | $65.00 | $30,550.00 | $78.00 | $36,660.00 | $55.00 | $25,850.00 | |
| PARKING LOT SIGNAGE | EACH | 6 | $750.00 | $4,500.00 | $1,173.50 | $7,041.00 | $500.00 | $3,000.00 | $600.00 | $3,600.00 | $785.00 | $4,710.00 | $1,000.00 | $6,000.00 | ||
| IRRIGATION SYSTEM MODIFICATIONS | LS | 1 | $6,500.00 | $6,500.00 | $1,664.50 | $1,664.50 | $5,000.00 | $5,000.00 | $2,500.00 | $2,500.00 | $2,500.00 | $2,500.00 | $5,000.00 | $5,000.00 | ||
| CURB-O--LETS, PRODUCT ID TCD4RD-NS DRAINGE STRUCTURE | EACH | 9 | $850.00 | $7,650.00 | $472.50 | $4,252.50 | $500.00 | $4,500.00 | $800.00 | $7,200.00 | $500.00 | $4,500.00 | $950.00 | $8,550.00 | ||
| RESET BIKE RACK | LS | 1 | $1,500.00 | $1,500.00 | $832.50 | $832.50 | $1,500.00 | $1,500.00 | $500.00 | $500.00 | $600.00 | $600.00 | $750.00 | $750.00 | ||
| PRIVATE UTILITY LOCATES | LS | 1 | $10,000.00 | $10,000.00 | $481.50 | $481.50 | $2,500.00 | $2,500.00 | $2,500.00 | $2,500.00 | $750.00 | $750.00 | $5,000.00 | $5,000.00 | ||
| EXPLORATORY UTILITY POTHOLING | EACH | 5 | $481.50 | $2,407.50 | $600.00 | $3,000.00 | $500.00 | $2,500.00 | $350.00 | $1,750.00 | $500.00 | $2,500.00 | ||||
| 10" C-900 CULVERT AT GRAVEL ACCESS ROAD | FOOT | 20 | $0.00 | $0.00 | $60.00 | $1,200.00 | $0.00 | $0.00 | ||||||||
| CONSTRUCTION SUBTOTAL = | $1,239,726.00 | $1,024,354.00 | $1,076,366.76 | $1,105,529.00 | $1,173,878.06 | $1,184,074.50 | ||||||||||
| Construction Contingency (10%) | $123,972.60 | |||||||||||||||
| TOTAL CONSTRUCTION = | $1,363,698.60 |
$159,720.50 105% 108% 115% 116%
Math Error Bid has $12,400 however 2,460*$5 is $12,400. Doesn’t alter bid rankings image1.png
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