Tabulation of Bids for Project STP 2017(255)
| Text version of this page | |||
| County: | GONZALES | Let Date: | 11/04/16 | 
| Type: | SEAL COAT | Seq No: | 3206 | 
| Time: | 75 WORKING DAYS | Project ID: | STP 2017(255) | 
| Highway: | US 90A | Contract #: | 11163206 | 
| Length: | 335.251 | CCSJ: | 0025-05-022 | 
| Limits: | |||
| From: | DISTRICTWIDE | Check: | $100,000.00 | 
| To: | Misc Cost: | $17,800.00 | |
| Estimate | $15,219,869.00 | % Over/Under | Company | 
| Bidder 1 | $11,550,371.74 | -24.11% | F. N. PLOCH CONSTRUCTION COMPANY, INC. | 
| Bidder 2 | $11,608,434.94 | -23.73% | BRANNAN PAVING CO., LTD. | 
| Bidder 3 | $12,682,633.84 | -16.67% | CLARK CONSTRUCTION OF TEXAS, INC. | 
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid | 
| 3166004 | ASPH (TIER I) | GAL | 993016.000 | 2.90 | 1 2 3 | 1.670 1.680 1.920 | 
| 3166005 | ASPH (TIER II) | GAL | 1073383.000 | 2.90 | 1 2 3 | 1.670 1.680 1.920 | 
| 3166017 | ASPH (AC - 20 - 5TR) | GAL | 696689.000 | 2.90 | 1 2 3 | 1.670 1.820 1.920 | 
| 3166246 | AGGR (TY - PE GR - 3 SAC - B) | CY | 17615.000 | 65.00 | 1 2 3 | 64.000 71.620 77.000 | 
| 3166249 | AGGR (TY - PE GR - 4 SAC - B) | CY | 47127.000 | 65.00 | 1 2 3 | 64.000 71.600 77.000 | 
| 5006001 | MOBILIZATION | LS | 1.000 | 865000.00 | 1 2 3 | 1020000.000 701600.000 650000.000 | 
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 5.000 | 3000.00 | 1 2 3 | 10000.000 0.010 7500.000 | 
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 89161.000 | 0.15 | 1 2 3 | 0.140 0.130 0.140 | 
| 6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 13511.000 | 1.00 | 1 2 3 | 1.000 0.010 0.750 | 
| 6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 41295.000 | 1.00 | 1 2 3 | 1.000 0.010 0.750 | 
| 6666036 | REFL PAV MRK TY I (W) 8" (SLD) (100MIL) | LF | 40916.000 | 0.75 | 1 2 3 | 0.600 0.380 0.700 | 
| 6666081 | REFL PAV MRK TY I (W) (ENTR GORE) (100MI | EA | 2.000 | 750.00 | 1 2 3 | 940.000 250.000 450.000 | 
| 6666084 | REFL PAV MRK TY I (W) (EXIT GORE) (100MI | EA | 2.000 | 750.00 | 1 2 3 | 890.000 250.000 450.000 | 
| 6666138 | REFL PAV MRK TY I (Y) 8" (SLD) (100MIL) | LF | 173.000 | 0.75 | 1 2 3 | 1.400 0.380 5.000 | 
| 6666206 | REFL PAV MRK TY II (Y) 4" (DOT) | LF | 110.000 | 0.75 | 1 2 3 | 1.400 0.230 5.000 | 
| 6666300 | RE PM W / RET REQ TY I (W) 4" (BRK) (100 | LF | 122572.000 | 0.30 | 1 2 3 | 0.230 0.230 0.230 | 
| 6666303 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 3183356.000 | 0.30 | 1 2 3 | 0.230 0.220 0.230 | 
| 6666312 | RE PM W / RET REQ TY I (Y) 4" (BRK) (100 | LF | 352440.000 | 0.30 | 1 2 3 | 0.230 0.230 0.230 | 
| 6666315 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 1657900.000 | 0.30 | 1 2 3 | 0.230 0.225 0.230 | 
| 6686074 | PREFAB PAV MRK TY C (W) (12") (SLD) | LF | 12168.000 | 7.00 | 1 2 3 | 6.300 5.000 8.000 | 
| 6686075 | PREFAB PAV MRK TY C (W) (18") (SLD) | LF | 830.000 | 9.00 | 1 2 3 | 8.700 8.000 10.000 | 
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 4333.000 | 12.00 | 1 2 3 | 13.000 10.000 12.000 | 
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 68.000 | 250.00 | 1 2 3 | 200.000 190.000 165.000 | 
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 30.000 | 250.00 | 1 2 3 | 300.000 220.000 275.000 | 
| 6686089 | PREFAB PAV MRK TY C (W) (RR XING) | EA | 21.000 | 600.00 | 1 2 3 | 630.000 450.000 500.000 | 
| 6686092 | PREFAB PAV MRK TY C (W) (36") (YLD TRI) | EA | 1360.000 | 35.00 | 1 2 3 | 31.000 20.000 32.000 | 
| 6726007 | REFL PAV MRKR TY I - C | EA | 3075.000 | 3.00 | 1 2 3 | 3.100 2.250 2.660 | 
| 6726009 | REFL PAV MRKR TY II - A - A | EA | 33525.000 | 3.00 | 1 2 3 | 2.700 2.250 2.500 | 
| 6726010 | REFL PAV MRKR TY II - C - R | EA | 5200.000 | 3.00 | 1 2 3 | 3.100 2.250 3.000 | 
| 6726014 | TRAFFIC BUTTON TY II - C - R | EA | 684.000 | 3.00 | 1 2 3 | 3.100 2.250 3.000 | 
| 6726016 | TRAFFIC BUTTON TY W | EA | 300.000 | 2.50 | 1 2 3 | 3.100 2.150 2.000 | 
| 6726017 | TRAFFIC BUTTON TY Y | EA | 8712.000 | 2.50 | 1 2 3 | 2.600 2.150 2.000 | 
| 6726018 | TRAFFIC BUTTON TY B | EA | 14144.000 | 2.50 | 1 2 3 | 2.700 2.150 2.000 | 
| 60566001 | PREFORMED IN - LANE (TRANS) RUMBLE STRIP | LF | 640.000 | 11.00 | 1 2 3 | 8.800 12.000 15.000 |