Tabulation of Bids for Project RMC - 636471001
Last Update: Monday, November 16, 2020
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| County: | DALLAS | Let Date: | 08/11/20 |
| Type: | STORM SEWER AND INLET CLEANING | Seq No: | 1805 |
| Time: | 365 CALENDAR DAYS | Project ID: | RMC - 636471001 |
| Highway: | US0067 | Contract #: | 08201805 |
| Length: | 0.000 | CCSJ: | 6364-71-001 |
| Limits: | |||
| From: | VARIOUS ROADWAYS IN THE WEST | Check: | $5,000 |
| To: | DALLAS COUNTY MAINTENANCE SECTIONS | Misc Cost: | $1.00 |
| Estimate | $230,473.75 | % Over/Under | Company |
| Bidder 1 | $240,817.00 | +4.49% | KLEEN PIPE |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 5006033 | MOBILIZATION (CALLOUT) | EA | 12.000 | 1,000.00 | 1 | 1,000.000 |
| 5006034 | MOBILIZATION (EMERGENCY) | EA | 6.000 | 1,500.00 | 1 | 1,800.000 |
| 7646001 | DRAIN INLET CLEANING | EA | 375.000 | 75.00 | 1 | 95.000 |
| 7646004 | DOWNSPOUT CLEANING | EA | 45.000 | 125.00 | 1 | 100.000 |
| 7646007 | STORM SEWER CLEANING (PIPE)(12"-18"DIA) | LF | 6,565.000 | 4.25 | 1 | 5.000 |
| 7646008 | STORM SEWER CLEANING (PIPE)(19"-24"DIA) | LF | 2,065.000 | 8.00 | 1 | 8.450 |
| 7646009 | STORM SEWER CLEANING (PIPE)(25"-30"DIA) | LF | 1,160.000 | 12.00 | 1 | 12.650 |
| 7646010 | STORM SEWER CLEANING (PIPE)(31"-36"DIA) | LF | 125.000 | 17.00 | 1 | 17.850 |
| 7646012 | STORM SEWER CLEANING (PIPE)(43"-54"DIA) | LF | 125.000 | 22.00 | 1 | 21.500 |
| 7646018 | STORM SEWER CLEAN (BOX CULV)(24-<48 SF) | LF | 150.000 | 42.00 | 1 | 42.000 |
| 7646019 | STORM SEWER CLEAN (BOX CULV)(48-<96 SF) | LF | 210.000 | 50.00 | 1 | 52.500 |
| 7646021 | SLOTTED DRAIN CLEANING | LF | 1,690.000 | 15.00 | 1 | 15.000 |
| 60016001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 21.000 | 185.00 | 1 | 185.000 |
| 61856002002 | TMA (STATIONARY) | DAY | 20.000 | 400.00 | 1 | 500.000 |
| 61856005002 | TMA (MOBILE OPERATION) | DAY | 40.000 | 700.00 | 1 | 800.000 |
| 70196001 | STORM SEWER (TELEVISION INSPECTION) | LF | 5,000.000 | 5.00 | 1 | 2.500 |
| 70836003 | CLEANING DRAINAGE FLUMES | LF | 1,990.000 | 2.75 | 1 | 3.500 |
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