Tabulation of Bids for Project STP 2013(481)
Last Update: Wednesday, March 6, 2013
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| County: | ECTOR | Let Date: | 03/06/13 |
| Type: | PAVEMENT MARKINGS | Seq No: | 3005 |
| Time: | 20 WORKING DAYS | Project ID: | STP 2013(481) |
| Highway: | VA | Contract #: | 03133005 |
| Length: | 83.229 | CCSJ: | 0906-00-138 |
| Limits: | |||
| From: | DISTRICTWIDE | Check: | $9,000.00 |
| To: | . | Misc Cost: | |
| Estimate | $442,570.64 | % Over/Under | Company |
| Bidder 1 | $269,987.35 | -39.00% | VIZCAINO, L.P. |
| Bidder 2 | $291,016.61 | -34.24% | FLAT LINE, INC. |
| Bidder 3 | $314,373.89 | -28.97% | L&L COMPANY |
| Bidder 4 | $321,012.22 | -27.47% | D. I. J. CONSTRUCTION, INC. |
| Bidder 5 | $358,223.23 | -19.06% | FLASHER EQUIPMENT COMPANY |
| Bidder 6 | $388,993.55 | -12.11% | STRIPE-A-ZONE, INC. |
| Bidder 7 | $394,755.10 | -10.80% | TOTAL HIGHWAY MAINTENANCE, LLC |
| Bidder 8 | $436,112.63 | -1.46% | TRP CONSTRUCTION GROUP, LLC |
| Bidder 9 | $461,241.88 | +4.22% | PAVEMENT MARKINGS INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 5002001011 | MOBILIZATION | LS | 1.000 | 22000.00 | 1 2 3 4 5 6 7 8 9 |
1.000 1.000 1.000 3400.000 7000.000 9868.000 2500.000 38250.000 20000.000 |
| 5022001033 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 1.000 | 3000.00 | 1 2 3 4 5 6 7 8 9 |
1.000 1.000 1.000 1000.000 100.000 2845.000 1.000 1500.000 200.000 |
| 6662035 | REFL PAV MRK TY I (W) 8" (SLD) (090MIL) | LF | 42674.000 | 0.70 | 1 2 3 4 5 6 7 8 9 |
0.200 0.340 0.600 0.470 0.650 0.780 0.550 0.750 1.400 |
| 6722017034 | REFL PAV MRKR TY II - C - R | EA | 10035.000 | 3.20 | 1 2 3 4 5 6 7 8 9 |
2.500 2.000 2.500 2.900 2.600 2.750 2.780 3.700 3.400 |
| 82512002005 | RE PM W / RET REQ TY I (W) 4" (BRK) (090 | LF | 157430.000 | 0.35 | 1 2 3 4 5 6 7 8 9 |
0.200 0.180 0.200 0.250 0.240 0.355 0.300 0.300 0.340 |
| 82512004005 | RE PM W / RET REQ TY I (W) 4" (SLD) (060 | LF | 682521.000 | 0.22 | 1 2 3 4 5 6 7 8 9 |
0.150 0.165 0.170 0.167 0.190 0.190 0.215 0.205 0.220 |
| 82512016005 | RE PM W / RET REQ TY I (Y) 4" (SLD) (060 | LF | 683326.000 | 0.22 | 1 2 3 4 5 6 7 8 9 |
0.150 0.169 0.170 0.167 0.190 0.190 0.215 0.205 0.210 |
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