Tabulation of Bids for Project STP 1702(552)
Text version of this page | |||
County: | CONCHO | Let Date: | 07/11/17 |
Type: | RESTORATION OF EXISTING ROAD | Seq No: | 3019 |
Time: | 165 WORKING DAYS | Project ID: | STP 1702(552) |
Highway: | FM 765 | Contract #: | 07173019 |
Length: | 6.859 | CCSJ: | 0870-04-040 |
Limits: | |||
From: | 0.2 MI EAST OF FM 2402 | Check: | $61,000 |
To: | US 83 | Misc Cost: | $2,000.00 |
Estimate | $3,072,000.00 | % Over/Under | Company |
Bidder 1 | $2,792,437.52 | -9.10% | J. H. STRAIN & SONS, INC. |
Bidder 2 | $2,818,926.83 | -8.24% | REECE ALBERT, INC. |
Bidder 3 | $3,027,294.99 | -1.46% | ALLEN KELLER COMPANY |
Bidder 4 | $3,671,498.14 | +19.51% | PRICE CONSTRUCTION, LTD. |
Bidder 5 | $3,710,261.99 | +20.78% | SALINAS CONSTRUCTION TECHNOLOGIES, LTD. |
Bidder 6 | $3,798,279.50 | +23.64% | RAY FARIS, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1106001 | EXCAVATION (ROADWAY) | CY | 623.000 | 20.00 | 1 2 3 4 5 6 | 30.000 32.550 22.000 22.730 25.330 15.820 |
1126001 | SUBGRADE WIDENING (ORD COMP) | STA | 368.220 | 300.00 | 1 2 3 4 5 6 | 300.000 75.440 290.000 100.470 474.470 482.130 |
1326019 | EMBANKMENT (VEHICLE)(ORD COMP)(TY B) | CY | 20.000 | 100.00 | 1 2 3 4 5 6 | 50.000 32.680 29.000 136.100 24.530 71.980 |
1506002 | BLADING | HR | 61.000 | 100.00 | 1 2 3 4 5 6 | 100.000 86.220 125.000 183.230 174.560 79.100 |
1646003 | BROADCAST SEED (PERM) (RURAL) (CLAY) | SY | 49,113.000 | 0.15 | 1 2 3 4 5 6 | 0.130 0.140 0.120 0.120 0.170 0.120 |
1646009 | BROADCAST SEED (TEMP) (WARM) | SY | 24,557.000 | 0.15 | 1 2 3 4 5 6 | 0.130 0.140 0.120 0.120 0.150 0.120 |
1646011 | BROADCAST SEED (TEMP) (COOL) | SY | 24,557.000 | 0.15 | 1 2 3 4 5 6 | 0.130 0.140 0.120 0.120 0.150 0.120 |
2166001 | PROOF ROLLING | HR | 44.000 | 75.00 | 1 2 3 4 5 6 | 75.000 64.730 110.000 108.180 70.870 63.280 |
2476064 | FL BS (CMP IN PLC)(TY A GR 4) (6") | SY | 108,388.000 | 7.25 | 1 2 3 4 5 6 | 5.750 6.760 7.800 8.800 8.380 11.810 |
2606004 | LIME (QUICKLIME (DRY)) | TON | 2,543.000 | 165.50 | 1 2 3 4 5 6 | 175.000 170.190 175.000 160.850 170.100 155.170 |
2606011 | LIME TRT (EXST MATL) (12") | SY | 131,498.000 | 2.85 | 1 2 3 4 5 6 | 2.850 2.600 2.300 3.510 2.330 2.890 |
3106027 | PRIME COAT(MC-30 OR AE-P) | GAL | 22,910.000 | 3.50 | 1 2 3 4 5 6 | 3.600 2.730 4.200 3.760 4.540 3.860 |
3146014 | EMULS ASPH (EROSN CONT)(MS-2) | GAL | 4,100.000 | 4.00 | 1 2 3 4 5 6 | 4.000 2.960 3.630 2.700 4.140 3.130 |
3166001 | ASPH (MULTI OPTION) | GAL | 83,570.000 | 3.50 | 1 2 3 4 5 6 | 3.150 2.410 3.170 2.840 3.660 2.970 |
3166222 | AGGR(TY-PB GR-3 SAC-B) | CY | 1,150.000 | 95.00 | 1 2 3 4 5 6 | 85.000 92.620 80.000 142.720 136.390 86.390 |
3166224 | AGGR(TY-PB GR-4 SAC-B) | CY | 1,061.000 | 95.00 | 1 2 3 4 5 6 | 85.000 94.790 75.000 93.480 141.140 81.690 |
3416010 | D-GR HMA TY-B PG70-22 | TON | 1,027.000 | 80.00 | 1 2 3 4 5 6 | 115.000 86.600 120.000 109.070 124.100 98.260 |
3446048 | SUPERPAVE MIXTURES SP-C SAC-B PG70-22 | TON | 206.000 | 85.00 | 1 2 3 4 5 6 | 150.000 143.770 165.000 171.230 178.990 122.600 |
3516015 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(24") | SY | 133.000 | 75.00 | 1 2 3 4 5 6 | 75.000 54.560 60.000 96.770 309.400 63.900 |
3546041 | PLANE ASPH CONC PAV (1.5") | SY | 653.000 | 4.00 | 1 2 3 4 5 6 | 20.000 10.610 8.400 14.880 14.130 13.560 |
4016001 | FLOWABLE BACKFILL | CY | 10.000 | 200.00 | 1 2 3 4 5 6 | 200.000 322.310 175.000 295.480 244.290 265.000 |
4296009 | CONC STR REPAIR (STANDARD) | SF | 8.000 | 500.00 | 1 2 3 4 5 6 | 1,100.000 47.760 250.000 322.750 1,157.160 300.000 |
4386001 | CLEANING AND SEALING EXISTING JOINTS | LF | 122.800 | 25.00 | 1 2 3 4 5 6 | 80.000 66.090 90.000 86.070 159.900 80.000 |
4516004 | RETROFIT RAIL (TY T131RC) | LF | 466.660 | 175.00 | 1 2 3 4 5 6 | 175.000 195.380 157.000 177.510 258.420 165.000 |
5006001 | MOBILIZATION | LS | 1.000 | 270,703.41 | 1 2 3 4 5 6 | 160,000.000 228,693.960 161,000.000 413,041.000 493,001.620 417,811.050 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 10.000 | 10,000.00 | 1 2 3 4 5 6 | 3,000.000 9,291.160 14,900.000 33,278.700 2,978.110 16,260.000 |
5066020003 | CONSTRUCTION EXITS (INSTALL) (TY 1) | SY | 78.000 | 25.00 | 1 2 3 4 5 6 | 20.000 16.520 30.000 17.810 23.460 28.000 |
5066024003 | CONSTRUCTION EXITS (REMOVE) | SY | 78.000 | 10.00 | 1 2 3 4 5 6 | 5.000 3.750 10.000 14.190 10.260 12.000 |
5066038003 | TEMP SEDMT CONT FENCE (INSTALL) | LF | 810.000 | 5.00 | 1 2 3 4 5 6 | 4.000 2.710 4.500 5.200 2.890 5.500 |
5066039003 | TEMP SEDMT CONT FENCE (REMOVE) | LF | 810.000 | 2.00 | 1 2 3 4 5 6 | 2.000 1.390 1.500 1.390 0.970 2.000 |
5066041003 | BIODEG EROSN CONT LOGS (INSTL) (12") | LF | 720.000 | 5.00 | 1 2 3 4 5 6 | 5.000 4.700 9.000 5.490 11.710 8.000 |
5066043003 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 720.000 | 2.00 | 1 2 3 4 5 6 | 2.000 1.300 2.000 3.210 2.910 2.000 |
5406002 | MTL W-BEAM GD FEN (STEEL POST) | LF | 1,150.000 | 25.00 | 1 2 3 4 5 6 | 28.000 31.750 25.000 20.980 29.250 26.500 |
5406006 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 4.000 | 1,800.00 | 1 2 3 4 5 6 | 2,450.000 2,564.430 1,900.000 1,527.660 2,448.510 2,200.000 |
5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 350.000 | 3.00 | 1 2 3 4 5 6 | 3.500 3.660 5.600 1.610 3.960 3.300 |
5426002 | REMOVE TERMINAL ANCHOR SECTION | EA | 4.000 | 200.00 | 1 2 3 4 5 6 | 325.000 366.350 255.000 129.100 391.510 330.000 |
5446007 | GDRAIL END TRT(INSTALL)(HBA POST) | EA | 12.000 | 2,500.00 | 1 2 3 4 5 6 | 3,000.000 3,175.010 2,810.000 2,130.110 3,063.020 2,750.000 |
6446068 | RELOCATE SM RD SN SUP&AM TY 10BWG | EA | 26.000 | 750.00 | 1 2 3 4 5 6 | 500.000 506.780 580.000 268.950 865.660 775.000 |
6586013 | INSTL DEL ASSM (D-SW)SZ (BRF)CTB | EA | 10.000 | 20.00 | 1 2 3 4 5 6 | 22.000 24.420 20.000 19.370 35.610 22.000 |
6586015 | INSTL DEL ASSM (D-SW)SZ (BRF)GF1 | EA | 72.000 | 20.00 | 1 2 3 4 5 6 | 22.000 24.420 20.000 16.140 36.870 22.000 |
6586048 | INSTL OM ASSM (OM-2Z)(FLX)GND | EA | 12.000 | 120.00 | 1 2 3 4 5 6 | 100.000 152.640 76.000 59.170 160.750 137.500 |
6586074 | INSTL DEL ASSN (OM-2Z)(FLX)(WAP) | EA | 10.000 | 100.00 | 1 2 3 4 5 6 | 100.000 610.580 76.000 69.930 616.410 550.000 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 3,740.000 | 2.00 | 1 2 3 4 5 6 | 1.750 2.190 1.500 2.140 1.150 1.130 |
6666170 | REFL PAV MRK TY II (W) 4" (SLD) | LF | 74,842.000 | 0.07 | 1 2 3 4 5 6 | 0.120 0.130 0.110 0.120 0.170 0.110 |
6666205 | REFL PAV MRK TY II (Y) 4" (BRK) | LF | 17,380.000 | 0.19 | 1 2 3 4 5 6 | 0.230 0.260 0.210 0.230 0.300 0.210 |
6666207 | REFL PAV MRK TY II (Y) 4" (SLD) | LF | 49,062.000 | 0.16 | 1 2 3 4 5 6 | 0.230 0.260 0.210 0.230 0.180 0.210 |
6666303 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 74,842.000 | 0.32 | 1 2 3 4 5 6 | 0.330 0.350 0.290 0.310 0.450 0.290 |
6666312 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 8,690.000 | 0.34 | 1 2 3 4 5 6 | 0.350 0.390 0.320 0.340 0.530 0.320 |
6666315 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 24,531.000 | 0.34 | 1 2 3 4 5 6 | 0.350 0.380 0.310 0.330 0.460 0.310 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 124.000 | 12.00 | 1 2 3 4 5 6 | 15.000 15.880 13.100 13.990 20.170 13.000 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 773.000 | 4.20 | 1 2 3 4 5 6 | 5.600 5.860 5.000 5.160 4.550 4.800 |