Tabulation of Bids for Project C 18-2-91
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.
Text version of this page | |||
County: | LASALLE | Let Date: | 03/06/24 |
Type: | RESURFACE ROADWAY | Seq No: | 3202 |
Time: | 198 WORKING DAYS | Project ID: | C 18-2-91 |
Highway: | IH 35 | Contract #: | 03243202 |
Length: | 4.881 | CCSJ: | 0018-02-091 |
Limits: | |||
From: | WEBB/LASALLE COUNTY LINE (NBML) | Check: | $100,000 |
To: | 4.885 MI NORTH OF WEBB COUNTY LINE | Misc Cost: |
Estimate | $30,359,847.66 | % Over/Under | Company |
Bidder 1 | $31,549,072.31 | +3.92% | ANDERSON COLUMBIA CO., INC. |
Bidder 2 | $35,574,335.72 | +17.18% | HUNTER INDUSTRIES, LTD. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1046010 | REMOVING CONC (RIPRAP) | CY | 78.800 | 140.00 | 1 2 | 120.000 115.500 |
1046022 | REMOVING CONC (CURB AND GUTTER) | LF | 470.000 | 25.00 | 1 2 | 11.000 10.500 |
1346002 | BACKFILL (TY B) | STA | 778.814 | 100.00 | 1 2 | 120.000 157.500 |
1506002 | BLADING | HR | 15.000 | 170.00 | 1 2 | 160.000 132.000 |
3156004001 | FOG SEAL (CSS-1H) | GAL | 11,557.000 | 9.00 | 1 2 | 5.500 4.980 |
3516001 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(5") | SY | 60,738.000 | 32.00 | 1 2 | 39.000 44.950 |
3516004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") | SY | 2,274.000 | 45.00 | 1 2 | 66.000 89.930 |
3516013 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(4") | SY | 36,106.000 | 25.00 | 1 2 | 32.000 40.210 |
3516019 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(3") | SY | 28,232.000 | 20.00 | 1 2 | 24.000 32.680 |
3546045 | PLANE ASPH CONC PAV (2") | SY | 37,102.000 | 3.00 | 1 2 | 2.300 2.110 |
3546048 | PLANE ASPH CONC PAV (3") | SY | 357,258.000 | 2.50 | 1 2 | 3.400 2.880 |
3546064 | PLANE ASPH CONC PAV (2 1/2") | SY | 309,351.000 | 2.25 | 1 2 | 2.900 2.660 |
3546091 | PLANE ASPH CONC PAV(4.5") | SY | 1,335.000 | 7.00 | 1 2 | 6.100 6.840 |
3546204 | PLANE ASPH CONC PAV (2" TO 4 1/2") | SY | 1,780.000 | 3.50 | 1 2 | 6.100 4.640 |
3546221 | PLANE ASPH CONC PAV(MICRO)(0"-3") | SY | 2,158.000 | 10.00 | 1 2 | 28.000 4.640 |
4206135001 | CL C CONC (RAIL FOUNDATION)(HPC) | CY | 52.000 | 1,100.00 | 1 2 | 750.000 1,300.000 |
4326002 | RIPRAP (CONC)(5 IN) | CY | 61.700 | 450.00 | 1 2 | 600.000 1,000.000 |
4326003 | RIPRAP (CONC)(6 IN) | CY | 101.490 | 495.00 | 1 2 | 620.000 835.000 |
4326006 | RIPRAP (CONC)(CL B) | CY | 101.000 | 700.00 | 1 2 | 620.000 850.000 |
4326045 | RIPRAP (MOW STRIP)(4 IN) | CY | 281.000 | 400.00 | 1 2 | 520.000 950.000 |
4386001 | CLEANING AND SEALING EXISTING JOINTS | LF | 3,495.600 | 33.00 | 1 2 | 28.000 30.800 |
4506110001 | RAIL (TY SSTR) (HPC) (MOD) | LF | 412.500 | 120.00 | 1 2 | 280.000 187.000 |
4516048 | RETROFIT RAIL (ADD HSS) | LF | 726.750 | 115.00 | 1 2 | 110.000 109.540 |
5006001 | MOBILIZATION | LS | 1.000 | 2,991,939.07 | 1 2 | 2,550,000.000 2,936,794.300 |
5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 10.000 | 2,500.00 | 1 2 | 9,000.000 12,367.690 |
5066040005 | BIODEG EROSN CONT LOGS (INSTL) (8") | LF | 1,200.000 | 5.00 | 1 2 | 8.000 8.500 |
5066043005 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 1,200.000 | 2.00 | 1 2 | 4.000 2.000 |
5106001 | ONE-WAY TRAF CONT (FLAGGER CONT) | HR | 1,190.000 | 82.00 | 1 2 | 68.000 132.000 |
5106002 | ONE-WAY TRAF CONT (PILOT CAR) | HR | 120.000 | 150.00 | 1 2 | 170.000 174.000 |
5126072 | PTB (FRN&INSTL)(SGL SLP)(TY 1) OR (STL) | LF | 600.000 | 90.00 | 1 2 | 39.000 95.000 |
5126076 | PTB (REMOVE)(SGL SLP)(TY 1) OR (STL) | LF | 600.000 | 60.00 | 1 2 | 39.000 30.000 |
5296005 | CONC CURB (MONO) (TY II) | LF | 844.560 | 21.00 | 1 2 | 22.000 30.000 |
5296022 | CONC CURB (DOWEL) (TY II) | LF | 1,203.000 | 16.00 | 1 2 | 25.000 22.000 |
5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 81,788.000 | 0.20 | 1 2 | 0.100 0.260 |
5336004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 40,895.000 | 0.20 | 1 2 | 0.100 0.300 |
5406001001 | MTL W-BEAM GD FEN (TIM POST) | LF | 4,700.000 | 30.00 | 1 2 | 25.000 23.990 |
5406002001 | MTL W-BEAM GD FEN (STEEL POST) | LF | 50.000 | 48.00 | 1 2 | 30.000 29.510 |
5406006001 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 24.000 | 1,800.00 | 1 2 | 2,900.000 2,798.250 |
5406016001 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 17.000 | 1,250.00 | 1 2 | 1,750.000 1,701.000 |
5406018001 | MTL BM GD FEN TRANS (NON - SYM) | EA | 7.000 | 1,000.00 | 1 2 | 770.000 756.000 |
5406020001 | MTL W - BEAM GD FEN (LOW FILL CULVERT) | LF | 75.000 | 85.00 | 1 2 | 110.000 106.790 |
5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 3,938.000 | 2.00 | 1 2 | 3.200 3.150 |
5426002 | REMOVE TERMINAL ANCHOR SECTION | EA | 3.000 | 180.00 | 1 2 | 216.000 210.000 |
5426003 | REMOVE DOWNSTREAM ANCHOR TERMINAL | EA | 4.000 | 250.00 | 1 2 | 216.000 210.000 |
5426004 | RM MTL BM GD FENCE TRANS (THRIE-BEAM) | EA | 21.000 | 250.00 | 1 2 | 216.000 210.000 |
5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 18.000 | 3,200.00 | 1 2 | 3,500.000 3,354.750 |
5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 20.000 | 250.00 | 1 2 | 215.000 210.000 |
5456005 | CRASH CUSH ATTEN (REMOVE) | EA | 1.000 | 2,500.00 | 1 2 | 850.000 840.000 |
5456007 | CRASH CUSH ATTEN (INSTL)(L)(N)(TL3) | EA | 1.000 | 35,000.00 | 1 2 | 34,400.000 35,894.780 |
5456019 | CRASH CUSH ATTEN (INSTL)(S)(N)(TL3) | EA | 1.000 | 10,000.00 | 1 2 | 8,750.000 8,505.000 |
6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 6.000 | 700.00 | 1 2 | 1,200.000 1,100.000 |
6446017 | IN SM RD SN SUP&AM TY10BWG(2)SA(P) | EA | 1.000 | 1,250.00 | 1 2 | 2,100.000 1,950.000 |
6446076 | REMOVE SM RD SN SUP&AM | EA | 6.000 | 125.00 | 1 2 | 135.000 125.000 |
6586060 | REMOVE DELIN & OBJECT MARKER ASSMS | EA | 134.000 | 16.50 | 1 2 | 54.000 50.000 |
6586061 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 | EA | 58.000 | 30.00 | 1 2 | 47.000 45.410 |
6586064 | INSTL DEL ASSM (D-SY)SZ 1(BRF)GF2 | EA | 19.000 | 27.00 | 1 2 | 47.000 45.410 |
6586069 | INSTL DEL ASSM (D-SW)SZ (BRF)CTB (BR) | EA | 55.000 | 30.00 | 1 2 | 26.000 25.410 |
6586070 | INSTL DEL ASSM (D-SY)SZ (BRF)CTB (BR) | EA | 9.000 | 36.00 | 1 2 | 26.000 25.410 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 34,566.000 | 1.80 | 1 2 | 1.700 1.630 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 7,292.000 | 1.80 | 1 2 | 1.700 1.630 |
6666018007 | REFL PAV MRK TY I (W)6"(DOT)(100MIL) | LF | 500.000 | 0.85 | 1 2 | 0.650 0.600 |
6666030007 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 5,276.000 | 1.25 | 1 2 | 0.950 0.880 |
6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 27,806.000 | 1.30 | 1 2 | 0.800 0.740 |
6666042007 | REFL PAV MRK TY I (W)12"(SLD)(100MIL) | LF | 6,435.000 | 2.50 | 1 2 | 2.000 2.000 |
6666048007 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 1,846.000 | 11.00 | 1 2 | 8.000 7.000 |
6666054007 | REFL PAV MRK TY I (W)(ARROW)(100MIL) | EA | 200.000 | 110.00 | 1 2 | 108.000 100.000 |
6666078007 | REFL PAV MRK TY I (W)(WORD)(100MIL) | EA | 148.000 | 200.00 | 1 2 | 162.000 150.000 |
6666093007 | REFL PAV MRK TY I (W)(RR XING)(100MIL) | EA | 2.000 | 400.00 | 1 2 | 540.000 500.000 |
6666102007 | REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) | EA | 52.000 | 30.00 | 1 2 | 27.000 25.000 |
6666162007 | RE PV MRK TY I(BLACK)6"(SHADOW)(100MIL) | LF | 2,010.000 | 1.10 | 1 2 | 1.300 1.200 |
6666225007 | PAVEMENT SEALER 6" | LF | 28,074.000 | 0.40 | 1 2 | 0.300 0.280 |
6666306007 | RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) | LF | 63,776.000 | 0.58 | 1 2 | 0.650 0.600 |
6666309007 | RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) | LF | 300,532.000 | 0.75 | 1 2 | 0.650 0.600 |
6666318007 | RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) | LF | 6,835.000 | 0.58 | 1 2 | 0.650 0.600 |
6666321007 | RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) | LF | 307,729.000 | 0.75 | 1 2 | 0.650 0.600 |
6666350007 | REFL PAV MRK TY I (W)12"(DOT)(100MIL) | LF | 475.000 | 2.70 | 1 2 | 1.300 1.200 |
6726007 | REFL PAV MRKR TY I-C | EA | 3,995.000 | 5.00 | 1 2 | 5.400 5.000 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 2,435.000 | 5.10 | 1 2 | 5.400 5.000 |
6726010 | REFL PAV MRKR TY II-C-R | EA | 951.000 | 5.80 | 1 2 | 5.400 5.000 |
6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 27,355.000 | 0.98 | 1 2 | 0.400 0.350 |
6776003 | ELIM EXT PAV MRK & MRKS (8") | LF | 525.000 | 1.80 | 1 2 | 0.800 0.750 |
6776005 | ELIM EXT PAV MRK & MRKS (12") | LF | 2,630.000 | 2.25 | 1 2 | 1.000 1.000 |
6776007 | ELIM EXT PAV MRK & MRKS (24") | LF | 617.000 | 3.50 | 1 2 | 4.300 4.000 |
6786002 | PAV SURF PREP FOR MRK (6") | LF | 37,447.000 | 0.05 | 1 2 | 0.110 0.100 |
7786001 | CONCRETE RAIL REPAIR (IN-KIND) | LF | 6.000 | 350.00 | 1 2 | 720.000 1,100.000 |
30766032 | D-GR HMA TY-C SAC-A PG76-22 | TON | 40,024.000 | 138.00 | 1 2 | 128.000 119.150 |
30766043 | D-GR HMA TY-D PG70-22 (LEVEL-UP) | TON | 3,143.000 | 145.00 | 1 2 | 129.000 113.700 |
30776033 | SP MIXES SP-C SAC-A PG76-22 | TON | 24,275.000 | 128.00 | 1 2 | 131.000 149.500 |
30806001 | STONE-MTRX-ASPH SMA-C SAC-A PG76-22 | TON | 74,649.000 | 130.00 | 1 2 | 144.000 173.700 |
30806007 | STONE-MTRX-ASPH SMA-D SAC-A PG76-22 | TON | 179.000 | 200.00 | 1 2 | 415.000 175.700 |
30846001 | BONDING COURSE | GAL | 190,922.000 | 4.00 | 1 2 | 1.720 3.780 |
60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 4.000 | 15,000.00 | 1 2 | 15,506.750 9,201.250 |
60496001 | LONG CHANNEL MOUNT CURB SYS (INSTALL) | LF | 645.000 | 90.00 | 1 2 | 105.000 105.000 |
60496003 | LONG CHANNEL MOUNT CURB SYS (REMOVE) | LF | 1,248.000 | 6.50 | 1 2 | 7.000 7.500 |
61586001 | TMSP RADAR SPEED CONTROL MONITOR | EA | 2.000 | 9,510.00 | 1 2 | 10,700.000 10,825.000 |
61856002002 | TMA (STATIONARY) | DAY | 220.000 | 260.00 | 1 2 | 186.000 250.000 |
61856003002 | TMA (MOBILE OPERATION) | HR | 1,550.000 | 60.00 | 1 2 | 67.000 120.000 |