Tabulation of Bids for Project F 2022(144)
Last Update: Thursday, March 03, 2022
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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: | DEWITT | Let Date: | 12/01/21 |
| Type: | SURFACING/ROADWAY RESTORATION | Seq No: | 3019 |
| Time: | 45 WORKING DAYS | Project ID: | F 2022(144) |
| Highway: | US 87 | Contract #: | 12213019 |
| Length: | 4.285 | CCSJ: | 0143-08-099 |
| Limits: | |||
| From: | 0.05 MI N OF SH 72 | Check: | $36,000 |
| To: | SOUTH END OF QUADALUPE RIVER BRIDGE | Misc Cost: | |
| Estimate | $1,784,581.18 | % Over/Under | Company |
| Bidder 1 | $1,692,978.60 | -5.13% | HUNTER INDUSTRIES, LTD. |
| Bidder 2 | $1,771,498.31 | -0.73% | DEAN WORD COMPANY, LTD. |
| Bidder 3 | $1,826,328.04 | +2.34% | TEXAS MATERIALS GROUP, INC. |
| Bidder 4 | $2,137,762.93 | +19.79% | LONE STAR PAVING COMPANY |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346002 | BACKFILL (TY B) | STA | 142.990 | 150.00 | 1 2 3 4 | 154.210 88.675 125.000 135.000 |
| 1506002 | BLADING | HR | 30.000 | 120.00 | 1 2 3 4 | 96.900 90.179 90.000 155.000 |
| 3166224002 | AGGR(TY-PB GR-4 SAC-B) | CY | 514.000 | 90.00 | 1 2 3 4 | 94.500 102.929 65.000 175.000 |
| 3166400002 | ASPH (AC-15P OR AC-10-2TR OR CRS-2P) | GAL | 22,731.000 | 3.75 | 1 2 3 4 | 3.950 3.950 3.650 3.000 |
| 3516004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") | SY | 1,000.000 | 45.00 | 1 2 3 4 | 49.700 40.806 58.000 78.000 |
| 3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 42,270.000 | 2.50 | 1 2 3 4 | 1.700 1.721 2.000 2.750 |
| 3546045 | PLANE ASPH CONC PAV (2") | SY | 9,725.000 | 2.50 | 1 2 3 4 | 2.330 2.122 2.000 2.750 |
| 4386001 | CLEANING AND SEALING EXISTING JOINTS | LF | 605.000 | 35.00 | 1 2 3 4 | 19.000 19.570 19.000 22.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 160,000.00 | 1 2 3 4 | 129,736.420 138,904.450 95,000.000 117,000.000 |
| 5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 3,500.00 | 1 2 3 4 | 1,619.760 3,907.404 6,500.000 20,000.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 21,628.000 | 0.18 | 1 2 3 4 | 0.180 0.095 0.320 0.240 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 10,814.000 | 0.19 | 1 2 3 4 | 0.220 0.095 0.430 0.240 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 89,959.000 | 0.27 | 1 2 3 4 | 0.250 0.299 0.280 0.450 |
| 6626012 | WK ZN PAV MRK NON-REMOV (W)8"(SLD) | LF | 2,154.000 | 0.54 | 1 2 3 4 | 0.450 0.618 0.750 1.000 |
| 6626016 | WK ZN PAV MRK NON-REMOV (W)24"(SLD) | LF | 672.000 | 3.55 | 1 2 3 4 | 3.300 2.863 12.000 8.000 |
| 6626032 | WK ZN PAV MRK NON-REMOV (Y)4"(BRK) | LF | 4,361.000 | 0.25 | 1 2 3 4 | 0.250 0.412 0.300 0.500 |
| 6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 71,859.000 | 0.22 | 1 2 3 4 | 0.250 0.309 0.280 0.450 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 76.000 | 1.10 | 1 2 3 4 | 1.410 1.413 0.750 0.750 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 6,236.000 | 1.10 | 1 2 3 4 | 1.410 1.413 0.750 0.750 |
| 6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 718.000 | 1.15 | 1 2 3 4 | 0.800 0.917 2.000 1.000 |
| 6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 24,346.000 | 0.40 | 1 2 3 4 | 0.320 0.433 0.580 0.500 |
| 6666312007 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 1,016.000 | 0.45 | 1 2 3 4 | 0.320 0.515 0.600 0.550 |
| 6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 17,751.000 | 0.41 | 1 2 3 4 | 0.320 0.433 0.580 0.500 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 1,184.000 | 15.00 | 1 2 3 4 | 11.500 9.785 14.000 12.500 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 3.000 | 220.00 | 1 2 3 4 | 200.000 262.650 225.000 250.000 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 3.000 | 245.00 | 1 2 3 4 | 250.000 288.400 250.000 275.000 |
| 6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 18.000 | 30.00 | 1 2 3 4 | 30.000 51.500 25.000 65.000 |
| 6686106 | PREFAB PAV MRK TY C (Y) (12") (SLD) | LF | 618.000 | 4.00 | 1 2 3 4 | 6.500 11.330 7.000 8.000 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 37.000 | 4.00 | 1 2 3 4 | 3.500 6.180 5.000 3.500 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 1,423.000 | 4.00 | 1 2 3 4 | 3.500 4.635 4.500 3.500 |
| 30766042 | D-GR HMA TY-D SAC-B PG70-22 | TON | 13,165.000 | 85.00 | 1 2 3 4 | 82.570 87.404 93.000 103.000 |
| 30766066 | TACK COAT | GAL | 4,614.000 | 3.10 | 1 2 3 4 | 3.170 3.278 3.250 2.600 |
| 60246006 | HPPM W/RET REQ TY I(W)4"(SLD)(100MIL) | LF | 22,740.000 | 0.33 | 1 2 3 4 | 0.380 0.546 0.600 0.500 |
| 60246015 | HPPM W/RET REQ TY I(Y)4"(BRK)(100MIL) | LF | 1,633.000 | 0.35 | 1 2 3 4 | 0.380 0.618 0.620 0.550 |
| 60246018 | HPPM W/RET REQ TY I(Y)4"(SLD)(100MIL) | LF | 18,275.000 | 0.33 | 1 2 3 4 | 0.380 0.556 0.600 0.500 |
| 61856002002 | TMA (STATIONARY) | DAY | 20.000 | 250.00 | 1 2 3 4 | 359.190 216.000 200.000 250.000 |
| 61856005002 | TMA (MOBILE OPERATION) | DAY | 20.000 | 250.00 | 1 2 3 4 | 769.700 475.200 200.000 250.000 |
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