Tabulation of Bids for Project STP 2017(455)
Last Update: Thursday, January 5, 2017
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| County: | MITCHELL | Let Date: | 01/05/17 |
| Type: | FLX PAV STR RPR,UNDSL,&ACP OVERLAY | Seq No: | 3207 |
| Time: | 56 WORKING DAYS | Project ID: | STP 2017(455) |
| Highway: | BI 20-J | Contract #: | 01173207 |
| Length: | 5.926 | CCSJ: | 0005-12-013 |
| Limits: | |||
| From: | IH 20 W OF COLORADO CITY | Check: | $73,000.00 |
| To: | IH 20 E OF COLORADO CITY | Misc Cost: | $3,000.00 |
| Estimate | $3,661,912.50 | % Over/Under | Company |
| Bidder 1 | $2,838,058.33 | -22.50% | PRICE CONSTRUCTION, LTD. |
| Bidder 2 | $3,075,457.29 | -16.02% | SALINAS CONSTRUCTION TECHNOLOGIES, LTD. |
| Bidder 3 | $3,087,148.45 | -15.70% | NOBLES ROAD CONSTRUCTION, INC. |
| Bidder 4 | $3,164,173.08 | -13.59% | J. H. STRAIN & SONS, INC. |
| Bidder 5 | $3,184,534.32 | -13.04% | AUSTIN BRIDGE & ROAD SERVICES, LP |
| Bidder 6 | $3,255,844.24 | -11.09% | GILVIN-TERRILL, LTD. |
| Bidder 7 | $3,297,583.75 | -9.95% | DUININCK, INC. |
| Bidder 8 | $3,629,286.58 | -0.89% | FNF CONSTRUCTION, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346002 | BACKFILL (TY B) | STA | 225.500 | 130.00 | 1 2 3 4 5 6 7 8 |
195.640 191.550 115.000 195.000 130.230 125.000 205.000 150.000 |
| 3166224 | AGGR (TY - PB GR - 4 SAC - B) | CY | 1728.000 | 120.00 | 1 2 3 4 5 6 7 8 |
122.540 151.770 135.000 105.000 148.960 110.000 145.000 150.000 |
| 3166418 | ASPH (AC 20 - 5TR OR AC 20XP OR CRS - 1P | GAL | 91410.000 | 4.00 | 1 2 3 4 5 6 7 8 |
2.860 3.090 2.300 3.250 2.060 2.500 2.500 2.500 |
| 3446120 | SUPERPAVE MIXTURES SP - D SAC - B PG70 - | TON | 16394.000 | 115.00 | 1 2 3 4 5 6 7 8 |
80.000 104.040 94.400 104.810 100.870 107.500 94.000 111.000 |
| 3516004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") | SY | 1991.000 | 80.00 | 1 2 3 4 5 6 7 8 |
71.050 75.730 73.150 64.250 73.000 75.000 80.000 75.000 |
| 3546041 | PLANE ASPH CONC PAV (1.5") | SY | 88251.000 | 3.00 | 1 2 3 4 5 6 7 8 |
1.050 1.510 1.600 1.050 1.710 1.500 1.050 1.250 |
| 3546051 | PLANE ASPH CONC PAV (0" TO 1 1 / 2") | SY | 9611.000 | 3.00 | 1 2 3 4 5 6 7 8 |
1.950 3.480 2.600 3.000 4.590 2.000 3.450 2.000 |
| 4546007 | HEADER TYPE EXPANSION JOINT | LF | 418.000 | 70.00 | 1 2 3 4 5 6 7 8 |
159.500 103.340 152.500 181.250 192.740 150.000 205.000 260.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 300000.00 | 1 2 3 4 5 6 7 8 |
273000.000 153000.000 300975.000 250000.000 315000.000 325000.000 320000.000 359824.530 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 6000.00 | 1 2 3 4 5 6 7 8 |
29027.700 7400.000 7050.000 5000.000 6000.000 20000.000 43000.000 45000.000 |
| 5306002 | INTERSECTIONS (ACP) | SY | 2276.000 | 35.00 | 1 2 3 4 5 6 7 8 |
27.140 18.800 35.900 30.000 32.650 30.000 46.000 26.000 |
| 5306005 | DRIVEWAYS (ACP) | SY | 3444.000 | 35.00 | 1 2 3 4 5 6 7 8 |
31.950 18.010 44.500 30.000 32.290 30.000 46.000 41.000 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 7776.000 | 1.50 | 1 2 3 4 5 6 7 8 |
2.000 1.240 1.050 2.000 0.470 1.000 1.050 2.500 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 6614.000 | 1.00 | 1 2 3 4 5 6 7 8 |
2.000 1.350 1.050 2.000 0.470 1.000 1.050 2.500 |
| 6666036 | REFL PAV MRK TY I (W) 8" (SLD) (100MIL) | LF | 1650.000 | 1.00 | 1 2 3 4 5 6 7 8 |
0.660 0.910 0.690 0.660 0.600 0.600 0.630 0.900 |
| 6666178 | REFL PAV MRK TY II (W) 8" (SLD) | LF | 125.000 | 1.00 | 1 2 3 4 5 6 7 8 |
0.660 1.960 0.850 0.660 0.600 0.600 0.630 1.100 |
| 6666207 | REFL PAV MRK TY II (Y) 4" (SLD) | LF | 32096.000 | 0.50 | 1 2 3 4 5 6 7 8 |
0.320 0.250 0.420 0.330 0.290 0.290 0.310 0.250 |
| 6666300 | RE PM W / RET REQ TY I (W) 4" (BRK) (100 | LF | 980.000 | 0.50 | 1 2 3 4 5 6 7 8 |
0.330 0.640 0.360 0.330 0.300 0.300 0.660 0.550 |
| 6666303 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 75024.000 | 0.50 | 1 2 3 4 5 6 7 8 |
0.330 0.350 0.360 0.330 0.300 0.300 0.320 0.400 |
| 6666315 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 64303.000 | 0.50 | 1 2 3 4 5 6 7 8 |
0.330 0.370 0.360 0.330 0.300 0.300 0.320 0.400 |
| 6686062 | PREFAB PAV MRK TY C (W) (4") (DOT) | LF | 178.000 | 2.00 | 1 2 3 4 5 6 7 8 |
2.750 5.890 4.720 2.800 2.500 2.500 2.650 6.000 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 1206.000 | 14.00 | 1 2 3 4 5 6 7 8 |
15.180 14.030 11.550 15.250 13.800 13.800 14.500 15.000 |
| 6686092 | PREFAB PAV MRK TY C (W) (36") (YLD TRI) | EA | 10.000 | 33.00 | 1 2 3 4 5 6 7 8 |
33.000 37.650 63.000 35.000 30.000 30.000 31.500 30.000 |
| 6686108 | PREFAB PAV MRK TY C (Y) (24") (SLD) | LF | 2115.000 | 11.00 | 1 2 3 4 5 6 7 8 |
15.290 13.140 12.050 15.250 13.900 13.900 14.500 14.000 |
| 6726007 | REFL PAV MRKR TY I - C | EA | 50.000 | 3.80 | 1 2 3 4 5 6 7 8 |
3.300 7.530 4.450 3.500 3.000 3.000 3.150 5.500 |
| 6726009 | REFL PAV MRKR TY II - A - A | EA | 894.000 | 3.00 | 1 2 3 4 5 6 7 8 |
3.300 3.800 4.450 3.500 3.000 3.000 3.150 4.500 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 12000.00 | 1 2 3 4 5 6 7 8 |
8355.020 6145.610 6000.000 10000.000 3750.240 5000.000 12500.000 25000.000 |
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