Tabulation of Bids for Project STP 2016(404)
Last Update: Wednesday, December 2, 2015
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| County: | TOM GREEN | Let Date: | 12/02/15 |
| Type: | FLEXIBLE PAVEMENT STRUCTURE REPAIR AND ACP OVERLAY | Seq No: | 3028 |
| Time: | 127 WORKING DAYS | Project ID: | STP 2016(404) |
| Highway: | US 67 | Contract #: | 12153028 |
| Length: | 18.060 | CCSJ: | 0077-06-094 |
| Limits: | |||
| From: | CHAPEL HILL DRIVE | Check: | $100,000.00 |
| To: | IRION COUNTY LINE | Misc Cost: | $10,000.00 |
| Estimate | $9,121,945.28 | % Over/Under | Company |
| Bidder 1 | $8,069,634.10 | -11.54% | REECE ALBERT, INC. |
| Bidder 2 | $8,112,928.24 | -11.06% | PRICE CONSTRUCTION, LTD. |
| Bidder 3 | $9,622,531.43 | +5.49% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346002 | BACKFILL (TY B) | STA | 593.000 | 100.00 | 1 2 3 |
192.070 106.190 100.000 |
| 3106027 | PRIME COAT (MC - 30 OR AE - P) | GAL | 8924.000 | 3.00 | 1 2 3 |
3.170 3.630 4.000 |
| 3146010 | EMULS ASPH (EROSN CONT) (SS - 1) | GAL | 6583.000 | 8.00 | 1 2 3 |
2.860 2.540 2.250 |
| 3166017 | ASPH (AC - 20 - 5TR) | GAL | 112121.000 | 5.00 | 1 2 3 |
3.280 3.310 4.410 |
| 3166173 | AGGR (TY - B GR - 3 SAC - B) | CY | 3769.000 | 125.00 | 1 2 3 |
92.000 72.210 94.000 |
| 3446048 | SUPERPAVE MIXTURES SP - C SAC - B PG70 - | TON | 52857.000 | 105.00 | 1 2 3 |
103.230 91.500 100.000 |
| 3516007 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (11") | SY | 2485.000 | 120.00 | 1 2 3 |
116.500 129.170 150.000 |
| 3546041 | PLANE ASPH CONC PAV (1.5") | SY | 320347.000 | 2.00 | 1 2 3 |
0.920 0.980 1.150 |
| 3546051 | PLANE ASPH CONC PAV (0" TO 1 1 / 2") | SY | 978.000 | 5.00 | 1 2 3 |
2.160 5.730 1.000 |
| 3546139 | PLANE ASPH CONC PAV (1.5" TO 3") | SY | 1309.000 | 5.00 | 1 2 3 |
3.980 4.390 1.500 |
| 3566021 | PAV JT UNDERSEAL (24") | LF | 202.000 | 35.00 | 1 2 3 |
66.210 47.210 50.000 |
| 4326045 | RIPRAP (MOW STRIP) (4 IN) | CY | 311.000 | 500.00 | 1 2 3 |
589.460 550.000 600.000 |
| 4386001 | CLEANING AND SEALING EXISTING JOINTS | LF | 202.000 | 30.00 | 1 2 3 |
69.590 40.370 40.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 596000.00 | 1 2 3 |
225036.060 785000.000 1127010.720 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 7.000 | 20000.00 | 1 2 3 |
6011.150 34729.990 75000.000 |
| 5306005 | DRIVEWAYS (ACP) | SY | 1212.000 | 25.00 | 1 2 3 |
33.780 29.970 40.000 |
| 5306008 | TURNOUTS (ACP) | SY | 97.000 | 25.00 | 1 2 3 |
61.240 48.350 60.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 118502.000 | 0.10 | 1 2 3 |
0.140 0.130 0.150 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 59251.000 | 0.10 | 1 2 3 |
0.290 0.220 0.250 |
| 5406002 | MTL W - BEAM GD FEN (STEEL POST) | LF | 4100.000 | 25.00 | 1 2 3 |
25.350 37.510 25.000 |
| 5406006 | MTL BEAM GD FEN TRANS (THRIE - BEAM) | EA | 12.000 | 1900.00 | 1 2 3 |
2357.860 2200.000 2500.000 |
| 5406008 | MTL BEAM GD FEN TRANS (T101) | EA | 4.000 | 1000.00 | 1 2 3 |
1296.820 1210.000 1500.000 |
| 5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 4190.000 | 3.00 | 1 2 3 |
5.890 5.500 7.000 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 38.000 | 2700.00 | 1 2 3 |
2947.320 2750.000 3000.000 |
| 5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 22.000 | 350.00 | 1 2 3 |
412.620 385.000 400.000 |
| 6586013 | INSTL DEL ASSM (D - SW) SZ (BRF) CTB | EA | 43.000 | 20.00 | 1 2 3 |
21.220 19.800 20.000 |
| 6586015 | INSTL DEL ASSM (D - SW) SZ (BRF) GF1 | EA | 246.000 | 20.00 | 1 2 3 |
21.220 19.800 20.000 |
| 6626001 | WK ZN PAV MRK NON - REMOV (W) 4" (BRK) | LF | 4540.000 | 0.22 | 1 2 3 |
0.240 0.240 0.250 |
| 6626004 | WK ZN PAV MRK NON - REMOV (W) 4" (SLD) | LF | 120244.000 | 0.22 | 1 2 3 |
0.180 0.240 0.250 |
| 6626032 | WK ZN PAV MRK NON - REMOV (Y) 4" (BRK) | LF | 7760.000 | 0.22 | 1 2 3 |
0.210 0.240 0.250 |
| 6626034 | WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) | LF | 80125.000 | 0.22 | 1 2 3 |
0.180 0.240 0.250 |
| 6626038 | WK ZN PAV MRK NON - REMOV (Y) 8" (SLD) | LF | 3870.000 | 0.44 | 1 2 3 |
0.410 0.480 0.500 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 4086.000 | 1.00 | 1 2 3 |
2.830 2.020 2.000 |
| 6626110 | WK ZN PAV MRK SHT TERM (TAB) TY Y | EA | 16959.000 | 1.00 | 1 2 3 |
2.830 2.020 2.000 |
| 6666035 | REFL PAV MRK TY I (W) 8" (SLD) (090MIL) | LF | 3870.000 | 0.75 | 1 2 3 |
0.770 0.670 0.750 |
| 6666299 | RE PM W / RET REQ TY I (W) 4" (BRK) (090 | LF | 4540.000 | 0.30 | 1 2 3 |
0.350 0.330 0.400 |
| 6666302 | RE PM W / RET REQ TY I (W) 4" (SLD) (090 | LF | 118380.000 | 0.30 | 1 2 3 |
0.310 0.330 0.400 |
| 6666311 | RE PM W / RET REQ TY I (Y) 4" (BRK) (090 | LF | 7250.000 | 0.30 | 1 2 3 |
0.350 0.330 0.400 |
| 6666314 | RE PM W / RET REQ TY I (Y) 4" (SLD) (090 | LF | 80125.000 | 0.30 | 1 2 3 |
0.310 0.330 0.400 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 8.000 | 300.00 | 1 2 3 |
235.790 220.000 200.000 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 5.000 | 325.00 | 1 2 3 |
265.260 275.000 225.000 |
| 6726007 | REFL PAV MRKR TY I - C | EA | 424.000 | 3.50 | 1 2 3 |
3.540 3.300 5.000 |
| 6726009 | REFL PAV MRKR TY II - A - A | EA | 1620.000 | 3.50 | 1 2 3 |
3.540 3.300 5.000 |
| 7306002 | FULL - WIDTH MOWING | AC | 72.000 | 50.00 | 1 2 3 |
117.890 85.860 100.000 |
| 7346001 | LITTER REMOVAL | AC | 144.000 | 30.00 | 1 2 3 |
301.030 85.110 500.000 |
| 30046006 | SPOT DIAMOND GRINDING ASPH PVMT | SY | 978.000 | 20.00 | 1 2 3 |
24.900 14.450 11.500 |
| 60016001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 426.000 | 150.00 | 1 2 3 |
101.190 121.940 250.000 |
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