Tabulation of Bids for Project F 2022(979)
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: | UPTON | Let Date: | 01/05/23 |
Type: | ROADWAY REHABILITATION | Seq No: | 3036 |
Time: | 120 WORKING DAYS | Project ID: | F 2022(979) |
Highway: | US 385 | Contract #: | 01233036 |
Length: | 0.000 | CCSJ: | 0229-04-060 |
Limits: | |||
From: | NIMITZ STREET | Check: | $100,000 |
To: | US 67 | Misc Cost: |
Estimate | $5,194,897.98 | % Over/Under | Company |
Bidder 1 | $5,995,947.22 | +15.42% | JONES BROS. DIRT & PAVING CONTRACTORS, INC. |
Bidder 2 | $8,039,555.81 | +54.76% | RAGLE CONSTRUCTION, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1046017 | REMOVING CONC (DRIVEWAYS) | SY | 143.000 | 45.00 | 1 2 | 150.000 28.750 |
1046022 | REMOVING CONC (CURB AND GUTTER) | LF | 772.000 | 10.00 | 1 2 | 30.000 14.700 |
1056008 | REMOVING STAB BASE AND ASPH PAV (6") | SY | 492.000 | 5.00 | 1 2 | 21.250 15.000 |
1056013 | REMOVING STAB BASE & ASPH PAV (9") | SY | 37,164.000 | 8.50 | 1 2 | 7.790 50.000 |
2516079 | REWORK BS MTL (TY D)(SURF)(ORD COMP) | SY | 37,164.000 | 1.00 | 1 2 | 0.980 1.500 |
3106005 | PRIME COAT (AE-P) | GAL | 7,437.000 | 5.00 | 1 2 | 5.220 10.600 |
3156004001 | FOG SEAL (CSS-1H) | GAL | 4,905.000 | 4.00 | 1 2 | 5.100 8.750 |
3166017002 | ASPH (AC-20-5TR) | GAL | 18,631.000 | 5.50 | 1 2 | 5.880 10.150 |
3166126002 | AGGR(TY-PB GR-4 SAC-A) | CY | 411.000 | 245.00 | 1 2 | 295.000 280.000 |
3546041 | PLANE ASPH CONC PAV (1.5") | SY | 6,296.000 | 2.25 | 1 2 | 6.590 0.550 |
3546064 | PLANE ASPH CONC PAV (2 1/2") | SY | 5,566.000 | 2.75 | 1 2 | 6.590 2.430 |
4656233001 | INLET (COMP) (TY SIDEWALK BRIDGE) | EA | 1.000 | 20,000.00 | 1 2 | 40,480.000 27,000.000 |
4796005 | ADJUSTING MANHOLES (WATER VALVE BOX) | EA | 5.000 | 700.00 | 1 2 | 3,220.000 1,310.000 |
5006001 | MOBILIZATION | LS | 1.000 | 478,627.18 | 1 2 | 500,000.000 715,000.000 |
5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 25,000.00 | 1 2 | 30,000.000 27,500.000 |
5066042002 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 40.000 | 6.50 | 1 2 | 105.000 12.800 |
5066043002 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 40.000 | 1.50 | 1 2 | 22.000 3.950 |
5296008 | CONC CURB & GUTTER (TY II) | LF | 418.000 | 55.00 | 1 2 | 102.350 46.650 |
5306025 | DRIVEWAYS (CONC) (FAST TRACK) | SY | 877.000 | 220.00 | 1 2 | 249.550 130.000 |
5316001 | CONC SIDEWALKS (4") | SY | 3,096.000 | 150.00 | 1 2 | 143.750 80.000 |
5316004 | CURB RAMPS (TY 1) | EA | 2.000 | 4,600.00 | 1 2 | 5,290.000 1,900.000 |
5316005 | CURB RAMPS (TY 2) | EA | 3.000 | 5,400.00 | 1 2 | 5,554.500 2,400.000 |
5316013 | CURB RAMPS (TY 10) | EA | 20.000 | 5,500.00 | 1 2 | 5,290.000 2,000.000 |
6366007001 | REPLACE EXISTING ALUMINUM SIGNS(TY A) | SF | 16.000 | 50.00 | 1 2 | 39.100 485.000 |
6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 37.000 | 900.00 | 1 2 | 922.300 910.000 |
6446007 | IN SM RD SN SUP&AM TY10BWG(1)SA(U) | EA | 2.000 | 1,350.00 | 1 2 | 1,335.150 1,425.000 |
6446027 | IN SM RD SN SUP&AM TYS80(1)SA(P) | EA | 4.000 | 1,100.00 | 1 2 | 1,275.350 1,425.000 |
6446071 | RELOCATE SM RD SN SUP&AM TY TWT | EA | 7.000 | 400.00 | 1 2 | 634.800 741.520 |
6446076 | REMOVE SM RD SN SUP&AM | EA | 50.000 | 180.00 | 1 2 | 220.000 230.000 |
6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 2,000.000 | 0.30 | 1 2 | 0.290 0.350 |
6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 223,538.000 | 0.25 | 1 2 | 0.170 0.150 |
6626016 | WK ZN PAV MRK NON-REMOV (W)24"(SLD) | LF | 3,342.000 | 5.00 | 1 2 | 2.300 3.500 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 233,144.000 | 0.25 | 1 2 | 0.170 0.160 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 758.000 | 1.50 | 1 2 | 3.250 3.000 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 496.000 | 1.50 | 1 2 | 3.250 4.300 |
6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 458.000 | 1.10 | 1 2 | 1.730 1.250 |
6666300007 | RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) | LF | 2,000.000 | 0.50 | 1 2 | 0.860 1.100 |
6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 3,127.000 | 0.50 | 1 2 | 0.860 1.100 |
6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 9,910.000 | 0.50 | 1 2 | 0.860 1.040 |
6686001 | PREFAB PAV MRK TY B (W)(4")(BRK) | LF | 10.000 | 8.00 | 1 2 | 13.800 3.650 |
6686014 | PREFAB PAV MRK TY B (W)(8")(SLD) | LF | 20.000 | 16.00 | 1 2 | 34.500 44.250 |
6686043 | PREFAB PAV MRK TY B (Y)(4")(SLD) | LF | 40.000 | 8.00 | 1 2 | 13.800 31.650 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 944.000 | 15.00 | 1 2 | 16.100 11.700 |
6686089 | PREFAB PAV MRK TY C (W) (RR XING) | EA | 4.000 | 700.00 | 1 2 | 644.000 853.650 |
6726007 | REFL PAV MRKR TY I-C | EA | 104.000 | 4.50 | 1 2 | 5.180 6.300 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 132.000 | 4.00 | 1 2 | 5.180 6.300 |
6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 9,295.000 | 0.50 | 1 2 | 0.850 0.900 |
6776007 | ELIM EXT PAV MRK & MRKS (24") | LF | 48.000 | 3.50 | 1 2 | 5.750 9.400 |
6776016 | ELIM EXT PAV MRK & MRKS (RR XING) | EA | 2.000 | 150.00 | 1 2 | 138.000 215.300 |
6786001 | PAV SURF PREP FOR MRK (4") | LF | 90.000 | 0.25 | 1 2 | 1.150 1.270 |
30776007 | SP MIXES SP-B SAC-B PG70-22 | TON | 15,332.000 | 125.00 | 1 2 | 152.000 200.000 |
30776075 | TACK COAT | GAL | 3,721.000 | 4.50 | 1 2 | 4.960 8.600 |
30806021 | STONE-MTRX-ASPH SMAR-F SAC-A | TON | 4,201.000 | 185.00 | 1 2 | 230.000 200.000 |
30846001 | BONDING COURSE | GAL | 4,905.000 | 5.50 | 1 2 | 4.960 10.800 |
60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 4.000 | 17,500.00 | 1 2 | 21,600.000 13,500.000 |
61856002002 | TMA (STATIONARY) | DAY | 132.000 | 200.00 | 1 2 | 150.000 385.000 |
61856005002 | TMA (MOBILE OPERATION) | DAY | 24.000 | 650.00 | 1 2 | 1,020.000 780.000 |