Tabulation of Bids for Project C 1189-1-20
Last Update: Wednesday, June 01, 2022
Bid Tabulations Dashboard
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: | WINKLER | Let Date: | 03/04/22 |
| Type: | HIGHWAY IMPROVEMENT | Seq No: | 3202 |
| Time: | 279 WORKING DAYS | Project ID: | C 1189-1-20 |
| Highway: | FM 874 | Contract #: | 03223202 |
| Length: | 9.070 | CCSJ: | 1189-01-020 |
| Limits: | |||
| From: | SH 18 | Check: | $100,000 |
| To: | SH 115 | Misc Cost: | |
| Estimate | $14,859,513.92 | % Over/Under | Company |
| Bidder 1 | $14,858,747.27 | -0.01% | JONES BROS. DIRT & PAVING CONTRACTORS, INC. |
| Bidder 2 | $16,642,778.76 | +12.00% | FNF CONSTRUCTION, INC. |
| Bidder 3 | $21,698,936.36 | +46.03% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1046011 | REMOVING CONC (MEDIANS) | SY | 150.000 | 9.00 | 1 2 3 | 31.000 22.000 37.640 |
| 1056041 | REMOVING STAB BASE AND ASPH PAV(8") | SY | 45,376.000 | 3.15 | 1 2 3 | 3.750 3.300 5.070 |
| 1106001 | EXCAVATION (ROADWAY) | CY | 40,379.000 | 9.40 | 1 2 3 | 6.700 9.500 11.330 |
| 1326003 | EMBANKMENT (FINAL)(ORD COMP)(TY B) | CY | 17,211.000 | 7.48 | 1 2 3 | 7.400 8.500 6.410 |
| 1506002 | BLADING | HR | 40.000 | 142.15 | 1 2 3 | 350.000 200.000 268.080 |
| 2166001 | PROOF ROLLING | HR | 100.000 | 125.00 | 1 2 3 | 125.000 150.000 207.770 |
| 2476201003 | FL BS (CMP IN PLC)(TY A GR 4) (8") | SY | 90,752.000 | 14.64 | 1 2 3 | 9.000 10.500 12.370 |
| 3106005 | PRIME COAT (AE-P) | GAL | 31,138.000 | 3.99 | 1 2 3 | 4.250 5.000 4.990 |
| 3106009 | PRIME COAT (MC-30) | GAL | 45,376.000 | 4.34 | 1 2 3 | 5.100 4.350 5.760 |
| 3156004001 | FOG SEAL (CSS-1H) | GAL | 51,571.000 | 3.28 | 1 2 3 | 3.500 3.500 3.310 |
| 3166017002 | ASPH (AC-20-5TR) | GAL | 164,476.000 | 3.07 | 1 2 3 | 3.950 3.450 4.960 |
| 3166175002 | AGGR(TY-B GR-4 SAC-B) | CY | 2,117.000 | 67.77 | 1 2 3 | 100.000 122.000 142.560 |
| 3166224002 | AGGR(TY-PB GR-4 SAC-B) | CY | 4,233.000 | 99.28 | 1 2 3 | 92.000 123.000 182.480 |
| 3166425002 | ASPH (AC-15P, CHFRS2P OR CRS2P) | GAL | 58,486.000 | 3.00 | 1 2 3 | 3.900 4.200 4.520 |
| 3476002002 | TOM-C (AGGREGATE) SAC-A | TON | 12,900.000 | 102.96 | 1 2 3 | 47.250 75.750 90.270 |
| 3476003002 | TOM (ASPHALT) PG 70-22 | TON | 1,025.000 | 403.43 | 1 2 3 | 817.000 955.000 1,008.400 |
| 3516019 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(3") | SY | 5,000.000 | 13.19 | 1 2 3 | 35.600 24.000 38.850 |
| 3606038 | CURB (TYPE II - A) | LF | 92.000 | 19.00 | 1 2 3 | 89.250 90.000 97.590 |
| 4006005 | CEM STABIL BKFL | CY | 6.000 | 105.39 | 1 2 3 | 262.500 425.000 287.020 |
| 4166029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 40.000 | 210.00 | 1 2 3 | 315.000 350.000 344.420 |
| 4206128 | CL K CONC (MISC) | CY | 20.000 | 800.00 | 1 2 3 | 787.500 3,000.000 861.050 |
| 4326001 | RIPRAP (CONC)(4 IN) | CY | 2.500 | 507.88 | 1 2 3 | 630.000 2,500.000 688.840 |
| 5006001 | MOBILIZATION | LS | 1.000 | 1,125,236.73 | 1 2 3 | 920,000.000 1,665,000.000 2,282,725.000 |
| 5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 14.000 | 16,000.00 | 1 2 3 | 8,600.000 25,550.000 23,123.630 |
| 5066042005 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 480.000 | 8.00 | 1 2 3 | 21.000 10.000 8.500 |
| 5066043005 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 480.000 | 1.75 | 1 2 3 | 7.500 2.000 2.300 |
| 5306004 | DRIVEWAYS (CONC) | SY | 1,496.000 | 81.03 | 1 2 3 | 105.000 95.000 114.810 |
| 5306005 | DRIVEWAYS (ACP) | SY | 690.000 | 63.15 | 1 2 3 | 100.000 71.000 125.740 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 93,328.000 | 0.12 | 1 2 3 | 0.150 0.100 0.080 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 35,849.000 | 0.17 | 1 2 3 | 0.220 0.150 0.080 |
| 6106288 | IN RD IL (TY SA) 50T-10 (400W EQ) LED | EA | 5.000 | 4,214.76 | 1 2 3 | 7,875.000 8,000.000 8,610.550 |
| 6186023 | CONDT (PVC) (SCH 40) (2") | LF | 857.000 | 11.44 | 1 2 3 | 12.600 13.350 13.780 |
| 6186024 | CONDT (PVC) (SCH 40) (2") (BORE) | LF | 194.000 | 23.73 | 1 2 3 | 47.250 50.000 51.660 |
| 6206009 | ELEC CONDR (NO.6) BARE | LF | 1,150.000 | 1.74 | 1 2 3 | 2.360 2.500 2.580 |
| 6206010 | ELEC CONDR (NO.6) INSULATED | LF | 2,300.000 | 2.23 | 1 2 3 | 2.630 2.750 2.870 |
| 6246002 | GROUND BOX TY A (122311)W/APRON | EA | 5.000 | 1,063.96 | 1 2 3 | 1,575.000 1,670.000 1,722.110 |
| 6286045 | ELC SRV TY A 240/480 060(NS)SS(E)SP(O) | EA | 1.000 | 6,396.98 | 1 2 3 | 9,450.000 10,000.000 10,332.660 |
| 6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 63.000 | 559.83 | 1 2 3 | 805.350 800.000 861.050 |
| 6446004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 9.000 | 706.65 | 1 2 3 | 908.250 900.000 975.860 |
| 6446007 | IN SM RD SN SUP&AM TY10BWG(1)SA(U) | EA | 2.000 | 950.00 | 1 2 3 | 1,100.400 1,225.000 1,262.880 |
| 6446076 | REMOVE SM RD SN SUP&AM | EA | 77.000 | 88.90 | 1 2 3 | 76.000 150.000 114.810 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 383,048.000 | 0.14 | 1 2 3 | 0.120 0.150 0.130 |
| 6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 383,048.000 | 0.14 | 1 2 3 | 0.120 0.150 0.130 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 9,576.000 | 1.38 | 1 2 3 | 1.500 1.000 2.320 |
| 6626110 | WK ZN PAV MRK SHT TERM (TAB)TY Y | EA | 9,576.000 | 2.21 | 1 2 3 | 1.500 1.500 2.150 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 9,576.000 | 1.75 | 1 2 3 | 1.500 1.500 0.550 |
| 6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 11,725.000 | 0.86 | 1 2 3 | 1.050 1.050 1.150 |
| 6666141007 | REFL PAV MRK TY I (Y)12"(SLD)(100MIL) | LF | 2,438.000 | 3.00 | 1 2 3 | 4.200 4.050 4.590 |
| 6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 118,178.750 | 0.85 | 1 2 3 | 0.580 0.550 0.630 |
| 6666312007 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 11,220.000 | 0.85 | 1 2 3 | 0.610 0.600 0.670 |
| 6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 28,755.000 | 0.85 | 1 2 3 | 0.610 0.600 0.670 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 62.000 | 14.91 | 1 2 3 | 26.250 30.000 28.700 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 12.000 | 194.29 | 1 2 3 | 315.000 350.000 344.420 |
| 6686083 | PREFAB PAV MRK TY C (W) (LNDP ARROW) | EA | 4.000 | 613.13 | 1 2 3 | 866.250 900.000 947.160 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 12.000 | 231.28 | 1 2 3 | 420.000 420.000 459.230 |
| 30776007 | SP MIXES SP-B SAC-B PG70-22 | TON | 66,519.000 | 81.60 | 1 2 3 | 84.500 81.000 129.570 |
| 30776075 | TACK COAT | GAL | 48,386.000 | 3.55 | 1 2 3 | 3.000 3.500 3.500 |
| 30846001 | BONDING COURSE | GAL | 24,193.000 | 2.91 | 1 2 3 | 2.200 3.500 3.500 |
| 30886001 | CEMENT | TON | 618.000 | 188.85 | 1 2 3 | 260.000 248.000 262.560 |
| 30886002 | ASPHALT BINDER (PG 64-22) | TON | 1,702.000 | 490.91 | 1 2 3 | 740.000 790.000 880.980 |
| 30886009 | FOAMED ASPHALT TREAT (8") (DC) | SY | 155,664.000 | 3.52 | 1 2 3 | 4.800 5.000 3.220 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 17,371.00 | 1 2 3 | 8,250.000 7,500.000 25,482.610 |
| 61856002002 | TMA (STATIONARY) | DAY | 279.000 | 300.00 | 1 2 3 | 75.000 180.000 295.710 |
| 61856003002 | TMA (MOBILE OPERATION) | HR | 604.000 | 69.27 | 1 2 3 | 20.000 55.000 94.960 |
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