Tabulation of Bids for Project C 141-2-33
Use this interactive Tableau dashboard to display bidding information on projects let through statewide and local district letting for the past 24 months.
The Electronic State Business Daily (ESBD), the Electronic Bidding System, and the project proposal are the official sources of advertisement and bidding information for the State and Local Lettings. Bidders should bid the project using the information found therein, including any addenda. These sources take precedence over information from other sources, including TxDOT webpages, which are unofficial and intended for informational purposes only.
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County: | SUTTON | Let Date: | 11/03/22 |
Type: | ACP OVERLAY | Seq No: | 3206 |
Time: | 221 WORKING DAYS | Project ID: | C 141-2-33 |
Highway: | IH 10 | Contract #: | 11223206 |
Length: | 0.000 | CCSJ: | 0141-02-033 |
Limits: | |||
From: | CROCKETT COUNTY LINE | Check: | $100,000 |
To: | 10.2 MI E OF CROCKETT COUNTY LINE | Misc Cost: |
Estimate | $21,507,910.30 | % Over/Under | Company |
Bidder 1 | $21,298,153.59 | -0.98% | DELHUR INDUSTRIES, INC. |
Bidder 2 | $22,839,592.65 | +6.19% | RK HALL, LLC |
Bidder 3 | $24,793,848.44 | +15.28% | ALLEN KELLER COMPANY |
Bidder 4 | $24,957,468.27 | +16.04% | HUNTER INDUSTRIES, LTD. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1326001 | EMBANKMENT (FINAL)(ORD COMP)(TY A) | CY | 2,503.000 | 20.00 | 1 2 3 4 | 12.000 79.670 25.000 18.000 |
1346002 | BACKFILL (TY B) | STA | 961.000 | 120.00 | 1 2 3 4 | 240.000 255.000 170.000 125.100 |
3156004001 | FOG SEAL (CSS-1H) | GAL | 10,750.000 | 3.00 | 1 2 3 4 | 3.535 7.370 7.200 3.940 |
3166017002 | ASPH (AC-20-5TR) | GAL | 217,690.000 | 3.25 | 1 2 3 4 | 4.338 4.600 4.270 5.020 |
3166224002 | AGGR(TY-PB GR-4 SAC-B) | CY | 5,110.000 | 100.00 | 1 2 3 4 | 125.007 144.270 155.000 145.800 |
3516008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(12") | SY | 2,800.000 | 95.00 | 1 2 3 4 | 91.116 130.940 123.000 124.150 |
3546020 | PLANE ASPH CONC PAV(0" TO 1") | SY | 10,834.000 | 3.00 | 1 2 3 4 | 0.813 7.860 1.700 1.850 |
3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 2,290.000 | 6.58 | 1 2 3 4 | 1.539 13.110 3.900 1.850 |
3546043 | PLANE ASPH CONC PAV (1") | SY | 246,742.000 | 1.30 | 1 2 3 4 | 1.638 1.340 1.290 1.640 |
3546045 | PLANE ASPH CONC PAV (2") | SY | 2,664.000 | 1.45 | 1 2 3 4 | 1.363 6.140 2.600 2.390 |
3546048 | PLANE ASPH CONC PAV (3") | SY | 141,738.000 | 2.00 | 1 2 3 4 | 0.890 2.480 2.550 2.390 |
3546057 | PLANE ASPH CONC PAV (4") | SY | 624.000 | 2.80 | 1 2 3 4 | 4.674 17.580 4.950 3.470 |
3546068 | PLANE ASPH CONC PAV (2"-3") | SY | 4,992.000 | 4.25 | 1 2 3 4 | 0.857 6.870 3.090 2.390 |
3546087 | PLANE ASPH CONC PAV (1/2") | SY | 20,586.000 | 4.25 | 1 2 3 4 | 0.835 2.920 1.450 1.850 |
3546089 | PLANE ASPH CONC PAV(1" TO 2") | SY | 3,826.000 | 5.25 | 1 2 3 4 | 1.033 4.290 2.400 1.960 |
3546107 | PLANE ASPH CONC PAV (3" TO 4") | SY | 1,248.000 | 5.25 | 1 2 3 4 | 2.474 19.880 5.100 6.710 |
4326045 | RIPRAP (MOW STRIP)(4 IN) | CY | 1,273.000 | 550.00 | 1 2 3 4 | 770.000 825.000 660.000 788.110 |
4386009 | CLEANING EXISTING JOINTS | LF | 2,612.000 | 18.00 | 1 2 3 4 | 3.300 10.730 7.500 10.280 |
4546007 | HEADER TYPE EXPANSION JOINT | LF | 2,612.000 | 135.00 | 1 2 3 4 | 88.000 73.940 190.000 70.870 |
5006001 | MOBILIZATION | LS | 1.000 | 1,525,355.29 | 1 2 3 4 | 1,026,344.000 869,755.670 2,000,000.000 2,494,364.940 |
5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 12.000 | 10,000.00 | 1 2 3 4 | 22,837.800 13,865.470 40,000.000 6,500.000 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 213,167.000 | 0.15 | 1 2 3 4 | 0.099 0.100 0.250 0.170 |
5406002001 | MTL W-BEAM GD FEN (STEEL POST) | LF | 20,645.000 | 35.00 | 1 2 3 4 | 32.505 33.610 36.000 38.000 |
5406016001 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 28.000 | 1,815.00 | 1 2 3 4 | 1,457.500 1,625.980 1,600.000 1,550.000 |
5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 18,695.000 | 3.00 | 1 2 3 4 | 1.650 3.300 2.000 2.500 |
5426002 | REMOVE TERMINAL ANCHOR SECTION | EA | 28.000 | 250.00 | 1 2 3 4 | 192.500 302.390 210.000 250.000 |
5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 28.000 | 3,000.00 | 1 2 3 4 | 3,580.500 3,552.140 4,000.000 3,500.000 |
5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 28.000 | 300.00 | 1 2 3 4 | 247.500 302.390 270.000 375.000 |
6586061 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 | EA | 226.000 | 35.00 | 1 2 3 4 | 7.700 13.230 14.500 35.000 |
6586064 | INSTL DEL ASSM (D-SY)SZ 1(BRF)GF2 | EA | 9.000 | 30.00 | 1 2 3 4 | 7.700 13.230 14.500 45.000 |
6586080 | INSTL DEL ASSM (D-SW)SZ 1(WFLX)GND | EA | 38.000 | 100.00 | 1 2 3 4 | 170.500 60.820 70.000 100.000 |
6586086 | INSTL DEL ASSM (D-SY)SZ 1(YFLX)GND | EA | 32.000 | 142.00 | 1 2 3 4 | 170.500 63.930 70.000 85.000 |
6586092 | INSTL DEL ASSM (D-DW)SZ 1(WFLX)GND | EA | 29.000 | 60.00 | 1 2 3 4 | 170.500 65.490 72.000 95.000 |
6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 219,647.000 | 0.40 | 1 2 3 4 | 0.220 0.200 0.250 0.200 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 219,647.000 | 0.27 | 1 2 3 4 | 0.220 0.200 0.250 0.200 |
6626077 | WK ZN PAV MRK REMOV (W)4"(SLD W/MRKR) | LF | 5,760.000 | 1.20 | 1 2 3 4 | 1.650 1.080 1.800 1.500 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 250.000 | 1.00 | 1 2 3 4 | 5.500 9.540 1.790 1.490 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 562.000 | 0.45 | 1 2 3 4 | 5.500 8.550 1.790 1.490 |
6666035007 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 2,600.000 | 1.00 | 1 2 3 4 | 1.100 1.160 1.200 1.000 |
6666167007 | REFL PAV MRK TY II (W) 4" (BRK) | LF | 28,970.000 | 0.15 | 1 2 3 4 | 0.275 0.170 0.300 0.250 |
6666170007 | REFL PAV MRK TY II (W) 4" (SLD) | LF | 115,965.000 | 0.15 | 1 2 3 4 | 0.198 0.170 0.220 0.180 |
6666178007 | REFL PAV MRK TY II (W) 8" (SLD) | LF | 2,600.000 | 0.35 | 1 2 3 4 | 0.550 0.350 0.600 0.500 |
6666207007 | REFL PAV MRK TY II (Y) 4" (SLD) | LF | 116,240.000 | 0.15 | 1 2 3 4 | 0.198 0.170 0.220 0.180 |
6666299007 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 28,970.000 | 0.40 | 1 2 3 4 | 0.495 0.610 0.500 0.450 |
6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 115,965.000 | 0.40 | 1 2 3 4 | 0.440 0.560 0.480 0.400 |
6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 116,240.000 | 0.40 | 1 2 3 4 | 0.440 0.560 0.480 0.400 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 41.000 | 25.00 | 1 2 3 4 | 27.500 27.500 0.300 25.000 |
6686084 | PREFAB PAV MRK TY C (W) (NUMBER) | EA | 2.000 | 220.00 | 1 2 3 4 | 550.000 275.000 600.000 500.000 |
6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 6.000 | 40.00 | 1 2 3 4 | 110.000 27.500 120.000 100.000 |
6686106 | PREFAB PAV MRK TY C (Y) (12") (SLD) | LF | 610.000 | 6.50 | 1 2 3 4 | 8.800 7.700 9.600 8.000 |
6726008 | REFL PAV MRKR TY I-R | EA | 56.000 | 5.00 | 1 2 3 4 | 4.950 6.600 5.400 4.500 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 73.000 | 5.00 | 1 2 3 4 | 4.950 6.600 5.400 4.500 |
6726010 | REFL PAV MRKR TY II-C-R | EA | 1,398.000 | 5.00 | 1 2 3 4 | 4.950 4.950 5.400 4.500 |
6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 445,055.000 | 0.50 | 1 2 3 4 | 0.385 0.460 0.240 0.200 |
30776023 | SP MIXES SP-C SAC-B PG70-22 | TON | 16,989.000 | 115.00 | 1 2 3 4 | 100.899 148.810 135.000 120.600 |
30776075 | TACK COAT | GAL | 9,110.000 | 3.50 | 1 2 3 4 | 3.480 5.340 6.340 4.340 |
30806007 | STONE-MTRX-ASPH SMA-D SAC-A PG76-22 | TON | 55,920.000 | 155.00 | 1 2 3 4 | 152.389 172.090 180.000 172.440 |
30806029 | TACK COAT | GAL | 28,870.000 | 3.50 | 1 2 3 4 | 3.480 5.180 6.350 4.340 |
30886001 | CEMENT | TON | 707.000 | 260.03 | 1 2 3 4 | 0.000 466.560 0.000 0.000 |
30886002 | ASPHALT BINDER (PG 64-22) | TON | 1,671.000 | 1,249.99 | 1 2 3 4 | 0.000 1,000.000 0.000 0.000 |
30886004 | FOAMED ASPHALT TREAT (9")(DC) | SY | 150,198.000 | 5.49 | 1 2 3 4 | 0.000 4.680 0.000 0.000 |
50926001 | FILLING MILLED ASPHALT RUMBLE STRIPS | LF | 213,167.000 | 4.00 | 1 2 3 4 | 4.852 1.260 0.750 5.040 |
60016001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 200.000 | 100.00 | 1 2 3 4 | 93.500 118.730 190.000 450.000 |
61856002002 | TMA (STATIONARY) | DAY | 194.000 | 150.00 | 1 2 3 4 | 275.000 412.940 200.000 750.000 |
61856005002 | TMA (MOBILE OPERATION) | DAY | 90.000 | 200.00 | 1 2 3 4 | 275.000 583.590 1,600.000 1,250.000 |
30896002 | CEMENT | TON | 707.000 | 259.21 | 1 2 3 4 | 281.600 0.000 366.000 291.600 |
30896003 | EMULSION | GAL | 644,111.000 | 3.85 | 1 2 3 4 | 3.388 0.000 4.100 3.910 |
30896011 | EMUL TRTMNT (MX EXST MTRL) 9" | SY | 150,198.000 | 2.89 | 1 2 3 4 | 5.436 0.000 3.200 3.510 |