Tabulation of Bids for Project C 699-1-55
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: | TAYLOR | Let Date: | 03/06/19 |
Type: | MILL AND OVERLAY | Seq No: | 3222 |
Time: | 100 WORKING DAYS | Project ID: | C 699-1-55 |
Highway: | FM 89 | Contract #: | 03193222 |
Length: | 2.620 | CCSJ: | 0699-01-055 |
Limits: | |||
From: | FM 707 | Check: | $37,000 |
To: | JUST SOUTH OF MABRAY LANE | Misc Cost: | $20,000.00 |
Estimate | $1,857,958.94 | % Over/Under | Company |
Bidder 1 | $1,793,003.06 | -3.50% | FOUTSCO PAVING COMPANY, LLC |
Bidder 2 | $1,947,092.85 | +4.80% | J. H. STRAIN & SONS, INC. |
Bidder 3 | $2,235,354.25 | +20.31% | NOBLES ROAD CONSTRUCTION, INC. |
Bidder 4 | $2,251,565.69 | +21.18% | REECE ALBERT, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1046009 | REMOVING CONC (RIPRAP) | SY | 9.000 | 15.00 | 1 2 3 4 | 25.000 30.000 100.000 273.330 |
1046015 | REMOVING CONC (SIDEWALKS) | SY | 15.000 | 10.00 | 1 2 3 4 | 15.000 30.000 100.000 146.330 |
1046029 | REMOVING CONC (CURB OR CURB & GUTTER) | LF | 73.000 | 10.00 | 1 2 3 4 | 13.000 30.000 50.000 30.710 |
1056008 | REMOVING STAB BASE AND ASPH PAV (6") | SY | 47.000 | 20.00 | 1 2 3 4 | 15.000 25.000 55.000 36.760 |
1606003 | FURNISHING AND PLACING TOPSOIL (4") | SY | 43.000 | 5.00 | 1 2 3 4 | 10.000 15.000 55.000 41.490 |
1626002 | BLOCK SODDING | SY | 43.000 | 10.00 | 1 2 3 4 | 10.000 15.000 45.000 25.820 |
3166017 | ASPH (AC-20-5TR) | GAL | 32,475.000 | 2.00 | 1 2 3 4 | 3.500 5.500 5.000 3.750 |
3166224 | AGGR(TY-PB GR-4 SAC-B) | CY | 807.000 | 95.00 | 1 2 3 4 | 105.000 110.000 150.000 147.040 |
3446123 | SUPERPAVE MIXTURES SP-D SAC-A PG70-28 | TON | 10,206.000 | 110.00 | 1 2 3 4 | 113.000 110.660 110.000 126.060 |
3516013 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(4") | SY | 1,700.000 | 50.00 | 1 2 3 4 | 31.980 28.000 49.000 53.370 |
3546045 | PLANE ASPH CONC PAV (2") | SY | 92,785.000 | 1.00 | 1 2 3 4 | 1.100 1.250 1.750 2.190 |
4006011 | SAND BACKFILL | CY | 1.000 | 30.00 | 1 2 3 4 | 100.000 100.000 320.000 93.540 |
4326001 | RIPRAP (CONC)(4 IN) | CY | 1.000 | 650.00 | 1 2 3 4 | 700.000 650.000 720.000 1,670.310 |
4326002 | RIPRAP (CONC)(5 IN) | CY | 104.000 | 550.00 | 1 2 3 4 | 620.000 650.000 605.000 1,244.300 |
5006001 | MOBILIZATION | LS | 1.000 | 170,000.00 | 1 2 3 4 | 80,000.000 100,000.000 215,000.000 118,547.970 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 5,000.00 | 1 2 3 4 | 3,000.000 3,250.000 11,750.000 2,792.640 |
5296002 | CONC CURB (TY II) | LF | 13.000 | 25.00 | 1 2 3 4 | 100.000 45.000 114.000 246.890 |
5296007 | CONC CURB & GUTTER (TY I) | LF | 24.000 | 25.00 | 1 2 3 4 | 50.000 45.000 114.000 138.320 |
5296008 | CONC CURB & GUTTER (TY II) | LF | 36.000 | 25.00 | 1 2 3 4 | 50.000 45.000 114.000 96.040 |
5306017 | DRIVEWAYS (CONC) (HES) | SY | 47.000 | 120.00 | 1 2 3 4 | 100.000 125.000 165.000 327.610 |
5316001 | CONC SIDEWALKS (4") | SY | 20.000 | 48.00 | 1 2 3 4 | 75.000 90.000 94.000 185.150 |
6446004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 4.000 | 1,000.00 | 1 2 3 4 | 800.000 750.000 1,100.000 826.360 |
6446076 | REMOVE SM RD SN SUP&AM | EA | 2.000 | 95.00 | 1 2 3 4 | 116.000 150.000 500.000 113.630 |
6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 6,970.000 | 0.30 | 1 2 3 4 | 0.420 0.170 0.350 0.430 |
6626032 | WK ZN PAV MRK NON-REMOV (Y)4"(BRK) | LF | 5,880.000 | 0.25 | 1 2 3 4 | 0.420 0.170 0.350 0.430 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 27,422.000 | 0.23 | 1 2 3 4 | 0.420 0.170 0.350 0.430 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 1,203.000 | 0.90 | 1 2 3 4 | 0.750 2.000 2.000 4.050 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 1,813.000 | 0.80 | 1 2 3 4 | 0.750 2.000 2.000 2.900 |
6666030007 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 200.000 | 5.25 | 1 2 3 4 | 1.250 6.000 1.000 1.290 |
6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 1,825.000 | 1.02 | 1 2 3 4 | 0.900 1.250 1.500 0.930 |
6666147007 | REFL PAV MRK TY I (Y)24"(SLD)(100MIL) | LF | 104.000 | 7.96 | 1 2 3 4 | 13.600 12.000 8.000 14.050 |
6666300007 | RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) | LF | 6,970.000 | 0.34 | 1 2 3 4 | 0.490 0.450 0.750 0.480 |
6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 1,400.000 | 0.34 | 1 2 3 4 | 0.490 1.150 0.600 0.510 |
6666312007 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 5,880.000 | 0.37 | 1 2 3 4 | 0.490 0.450 1.150 0.510 |
6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 27,422.000 | 0.42 | 1 2 3 4 | 0.460 0.450 0.650 0.480 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 873.000 | 13.50 | 1 2 3 4 | 13.200 17.250 30.000 13.630 |
6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 71.000 | 270.00 | 1 2 3 4 | 235.000 350.000 360.000 242.740 |
6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 5.000 | 295.00 | 1 2 3 4 | 315.000 350.000 650.000 325.380 |
6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 13.000 | 42.45 | 1 2 3 4 | 57.000 35.000 200.000 58.880 |
6726007 | REFL PAV MRKR TY I-C | EA | 429.000 | 3.65 | 1 2 3 4 | 4.300 6.000 12.000 4.440 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 810.000 | 4.36 | 1 2 3 4 | 4.300 6.000 4.500 4.440 |
6776019 | ELIM EXT PAV MRK & MRKS (36")(YLD TRI) | EA | 3.000 | 15.00 | 1 2 3 4 | 130.000 120.000 500.000 134.280 |
60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 10,000.00 | 1 2 3 4 | 8,000.000 20,000.000 16,500.000 8,100.620 |
61856002001 | TMA (STATIONARY) | DAY | 176.000 | 250.00 | 1 2 3 4 | 50.000 250.000 150.000 85.040 |
61856005001 | TMA (MOBILE OPERATION) | DAY | 32.000 | 250.00 | 1 2 3 4 | 50.000 250.000 500.000 10.330 |