Tabulation of Bids for Project C 3-8-65
Last Update: Thursday, April 18, 2024
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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: | REEVES | Let Date: | 03/06/24 |
| Type: | HIGHWAY IMPROVEMENT | Seq No: | 3235 |
| Time: | 142 WORKING DAYS | Project ID: | C 3-8-65 |
| Highway: | BI 20-B | Contract #: | 03243235 |
| Length: | 0.000 | CCSJ: | 0003-08-065 |
| Limits: | |||
| From: | WEST INTERCHANGE | Check: | $100,000 |
| To: | PECOS RIVER | Misc Cost: | |
| Estimate | $18,101,640.80 | % Over/Under | Company |
| Bidder 1 | $17,782,449.60 | -1.76% | A. L. HELMCAMP, INC. |
| Bidder 2 | $23,434,428.77 | +29.46% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Bidder 3 | $26,264,816.50 | +45.10% | JONES BROS. DIRT & PAVING CONTRACTORS, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1046009 | REMOVING CONC (RIPRAP) | SY | 270.000 | 30.00 | 1 2 3 | 32.000 40.620 78.500 |
| 1046022 | REMOVING CONC (CURB AND GUTTER) | LF | 350.000 | 16.00 | 1 2 3 | 48.000 33.080 40.000 |
| 1056013 | REMOVING STAB BASE & ASPH PAV (9") | SY | 166,381.000 | 7.00 | 1 2 3 | 12.000 15.000 17.300 |
| 1346002 | BACKFILL (TY B) | STA | 125.000 | 500.00 | 1 2 3 | 600.000 375.050 235.000 |
| 2166001 | PROOF ROLLING | HR | 12.000 | 150.00 | 1 2 3 | 200.000 260.300 175.000 |
| 2516079 | REWORK BS MTL (TY D)(SURF)(ORD COMP) | SY | 166,381.000 | 0.70 | 1 2 3 | 2.250 4.000 3.760 |
| 3106005 | PRIME COAT (AE-P) | GAL | 33,278.000 | 5.50 | 1 2 3 | 5.500 6.360 5.830 |
| 3156004001 | FOG SEAL (CSS-1H) | GAL | 16,635.000 | 6.50 | 1 2 3 | 5.500 5.830 5.350 |
| 3166017002 | ASPH (AC-20-5TR) | GAL | 63,223.000 | 5.50 | 1 2 3 | 5.500 4.600 5.400 |
| 3166126002 | AGGR(TY-PB GR-4 SAC-A) | CY | 1,333.000 | 175.00 | 1 2 3 | 225.000 274.000 193.500 |
| 4676214 | SET (TY I)(S= 6 FT)(HW= 4 FT)(6:1) (C) | EA | 2.000 | 20,000.00 | 1 2 3 | 26,000.000 32,608.480 47,500.000 |
| 4676395 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 6.000 | 2,500.00 | 1 2 3 | 3,700.000 4,076.060 5,625.000 |
| 4676396 | SET (TY II) (24 IN) (RCP) (8: 1) (C) | EA | 2.000 | 3,000.00 | 1 2 3 | 4,000.000 4,755.400 7,375.000 |
| 4806001 | CLEAN EXIST CULVERTS | EA | 1.000 | 3,000.00 | 1 2 3 | 6,000.000 10,000.000 18,750.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 1,800,000.00 | 1 2 3 | 1,400,000.000 3,407,752.510 2,500,000.000 |
| 5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 7.000 | 18,000.00 | 1 2 3 | 35,700.000 150,000.000 50,000.000 |
| 5066042005 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 520.000 | 5.00 | 1 2 3 | 15.000 12.490 19.260 |
| 5066043005 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 520.000 | 1.50 | 1 2 3 | 3.500 2.500 8.430 |
| 5086001 | CONSTRUCTING DETOURS | SY | 12,388.000 | 75.00 | 1 2 3 | 78.000 92.000 185.000 |
| 5296008 | CONC CURB & GUTTER (TY II) | LF | 150.000 | 100.00 | 1 2 3 | 120.000 124.920 93.750 |
| 5296012 | CONC CURB (SLOTTED) | LF | 100.000 | 70.00 | 1 2 3 | 140.000 149.910 125.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 23,729.000 | 0.25 | 1 2 3 | 0.900 0.660 0.260 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 3,810.000 | 0.25 | 1 2 3 | 1.300 2.170 0.380 |
| 6366007001 | REPLACE EXISTING ALUMINUM SIGNS(TY A) | SF | 158.000 | 50.00 | 1 2 3 | 42.000 33.920 42.500 |
| 6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 140.000 | 160.00 | 1 2 3 | 1,100.000 1,124.310 977.500 |
| 6446004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 10.000 | 870.00 | 1 2 3 | 1,250.000 1,280.470 1,151.250 |
| 6446007 | IN SM RD SN SUP&AM TY10BWG(1)SA(U) | EA | 2.000 | 1,270.00 | 1 2 3 | 1,450.000 1,561.540 1,472.500 |
| 6446027 | IN SM RD SN SUP&AM TYS80(1)SA(P) | EA | 13.000 | 920.00 | 1 2 3 | 1,250.000 1,342.930 1,242.500 |
| 6446033 | IN SM RD SN SUP&AM TYS80(1)SA(U) | EA | 3.000 | 1,570.00 | 1 2 3 | 1,700.000 1,592.780 1,508.750 |
| 6446076 | REMOVE SM RD SN SUP&AM | EA | 167.000 | 160.00 | 1 2 3 | 120.000 124.920 225.000 |
| 6586060 | REMOVE DELIN & OBJECT MARKER ASSMS | EA | 12.000 | 35.00 | 1 2 3 | 17.000 18.740 200.000 |
| 6586099 | INSTL OM ASSM (OM-2Z)(WFLX)GND | EA | 14.000 | 100.00 | 1 2 3 | 105.000 187.390 110.000 |
| 6626005 | WK ZN PAV MRK NON-REMOV (W)6"(BRK) | LF | 2,870.000 | 0.50 | 1 2 3 | 0.300 0.370 0.380 |
| 6626008 | WK ZN PAV MRK NON-REMOV (W)6"(SLD) | LF | 144,366.000 | 0.41 | 1 2 3 | 0.300 0.310 0.310 |
| 6626016 | WK ZN PAV MRK NON-REMOV (W)24"(SLD) | LF | 2,046.000 | 3.00 | 1 2 3 | 3.400 4.370 4.380 |
| 6626035 | WK ZN PAV MRK NON-REMOV (Y)6"(BRK) | LF | 8,306.000 | 0.50 | 1 2 3 | 0.300 0.370 0.380 |
| 6626037 | WK ZN PAV MRK NON-REMOV (Y)6"(SLD) | LF | 166,488.000 | 0.50 | 1 2 3 | 0.300 0.310 0.310 |
| 6626048 | WK ZN PAV MRK REMOV (REFL) TY I-C | EA | 192.000 | 9.00 | 1 2 3 | 2.600 5.620 5.630 |
| 6626050 | WK ZN PAV MRK REMOV (REFL) TY II-A-A | EA | 3,526.000 | 5.00 | 1 2 3 | 2.600 5.620 5.630 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 580.000 | 2.50 | 1 2 3 | 0.850 2.500 5.000 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 7,249.000 | 1.25 | 1 2 3 | 0.850 2.500 5.000 |
| 6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 1,716.000 | 1.50 | 1 2 3 | 2.500 1.240 1.240 |
| 6666141007 | REFL PAV MRK TY I (Y)12"(SLD)(100MIL) | LF | 255.000 | 4.50 | 1 2 3 | 3.000 12.490 12.500 |
| 6666306007 | RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) | LF | 1,550.000 | 1.00 | 1 2 3 | 1.100 0.940 0.940 |
| 6666309007 | RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) | LF | 40,679.000 | 1.00 | 1 2 3 | 1.050 0.860 0.860 |
| 6666318007 | RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) | LF | 6,055.000 | 1.00 | 1 2 3 | 1.100 0.940 0.940 |
| 6666321007 | RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) | LF | 32,667.000 | 1.00 | 1 2 3 | 1.050 0.860 0.860 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 33.000 | 280.00 | 1 2 3 | 257.000 281.080 281.250 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 9.000 | 380.00 | 1 2 3 | 347.000 468.460 468.750 |
| 6686089 | PREFAB PAV MRK TY C (W) (RR XING) | EA | 4.000 | 700.00 | 1 2 3 | 646.000 936.930 937.500 |
| 6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 40.000 | 60.00 | 1 2 3 | 61.000 56.220 56.250 |
| 6726013 | TRAFFIC BUTTON TY II-A-A | EA | 1,441.000 | 6.00 | 1 2 3 | 4.600 5.000 5.000 |
| 6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 65,938.000 | 1.33 | 1 2 3 | 0.250 1.950 0.690 |
| 6776007 | ELIM EXT PAV MRK & MRKS (24") | LF | 36.000 | 4.00 | 1 2 3 | 2.500 18.590 12.500 |
| 30776007 | SP MIXES SP-B SAC-B PG70-22 | TON | 64,054.000 | 135.00 | 1 2 3 | 122.000 133.000 185.000 |
| 30806021 | STONE-MTRX-ASPH SMAR-F SAC-A | TON | 18,303.000 | 200.00 | 1 2 3 | 0.000 0.000 213.000 |
| 30846001 | BONDING COURSE | GAL | 16,635.000 | 5.00 | 1 2 3 | 3.700 5.920 5.680 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 16,000.00 | 1 2 3 | 18,000.000 27,853.070 26,000.000 |
| 61856002002 | TMA (STATIONARY) | DAY | 100.000 | 200.00 | 1 2 3 | 250.000 589.810 195.000 |
| 61856003002 | TMA (MOBILE OPERATION) | HR | 60.000 | 102.00 | 1 2 3 | 80.000 121.780 110.500 |
| 30806007 | STONE-MTRX-ASPH SMA-D SAC-A PG76-22 | TON | 18,303.000 | 200.00 | 1 2 3 | 175.000 225.000 0.000 |
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