Tabulation of Bids for Project NH 2020(114)
Last Update: Wednesday, January 08, 2020
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: | JACKSON | Let Date: | 10/02/19 |
| Type: | PLANING AND ACP OVERLAY | Seq No: | 3007 |
| Time: | 165 WORKING DAYS | Project ID: | NH 2020(114) |
| Highway: | US 59 | Contract #: | 10193007 |
| Length: | 12.023 | CCSJ: | 0089-03-091 |
| Limits: | |||
| From: | SH 111 | Check: | $100,000 |
| To: | 0.5 MI NORTH OF LAVACA RIVER,ETC. | Misc Cost: | $166,500.00 |
| Estimate | $13,609,495.55 | % Over/Under | Company |
| Bidder 1 | $12,833,114.24 | -5.70% | HUNTER INDUSTRIES, LTD. |
| Bidder 2 | $13,783,213.05 | +1.28% | JAMES CONSTRUCTION GROUP, L.L.C. |
| Bidder 3 | $14,647,929.94 | +7.63% | ANGEL BROTHERS HOLDINGS CORP. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346002 | BACKFILL (TY B) | STA | 1,275.770 | 80.00 | 1 2 3 | 78.450 68.000 80.000 |
| 1506002 | BLADING | HR | 40.000 | 100.00 | 1 2 3 | 79.800 88.000 75.000 |
| 3166224002 | AGGR(TY-PB GR-4 SAC-B) | CY | 4,643.000 | 85.00 | 1 2 3 | 82.470 105.000 82.000 |
| 3166400002 | ASPH (AC-15P OR AC-10-2TR OR CRS-2P) | GAL | 205,263.000 | 3.00 | 1 2 3 | 2.980 0.010 3.000 |
| 3416042003 | D-GR HMA TY-D SAC-B PG70-22 | TON | 68,413.000 | 75.00 | 1 2 3 | 75.150 79.000 87.000 |
| 3426002004 | PFC (ASPHALT) PG76-22 | TON | 1,923.000 | 120.00 | 1 2 3 | 109.800 120.500 117.000 |
| 3426006004 | PFC-C (AGGREGATE)(PG76 MIX) SAC-A | TON | 30,143.000 | 120.00 | 1 2 3 | 109.800 120.500 117.000 |
| 3426020004 | TACK COAT | GAL | 48,181.000 | 2.50 | 1 2 3 | 2.540 2.300 3.500 |
| 3516008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(12") | SY | 2,355.000 | 60.00 | 1 2 3 | 64.120 101.000 80.000 |
| 3546096 | PLANE ASPH CONC PAV (3"- 5") | SY | 200,767.000 | 2.50 | 1 2 3 | 1.820 2.470 1.000 |
| 3546139 | PLANE ASPH CONC PAV (1.5" TO 3") | SY | 402,136.000 | 1.45 | 1 2 3 | 1.010 1.300 1.000 |
| 3616002 | FULL - DEPTH REPAIR CRCP (8") | SY | 750.000 | 200.00 | 1 2 3 | 300.000 245.000 850.000 |
| 4296004 | CONC STR REPAIR(RAPID DECK REP(PRT DPT) | SF | 1,250.000 | 150.00 | 1 2 3 | 100.000 116.000 155.000 |
| 4386001 | CLEANING AND SEALING EXISTING JOINTS | LF | 7,482.980 | 25.00 | 1 2 3 | 14.500 8.500 9.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 1,000,000.00 | 1 2 3 | 900,896.690 1,240,000.000 1,265,000.000 |
| 5026001007 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 11.000 | 3,500.00 | 1 2 3 | 1,791.650 10,500.000 2,000.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 255,152.000 | 0.20 | 1 2 3 | 0.130 0.130 0.130 |
| 6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 130,352.000 | 0.20 | 1 2 3 | 0.250 0.250 0.260 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 510,304.000 | 0.20 | 1 2 3 | 0.240 0.240 0.250 |
| 6626010 | WK ZN PAV MRK NON-REMOV (W)8"(DOT) | LF | 4,708.000 | 0.50 | 1 2 3 | 0.600 0.600 0.630 |
| 6626012 | WK ZN PAV MRK NON-REMOV (W)8"(SLD) | LF | 52,420.000 | 0.25 | 1 2 3 | 0.580 0.580 0.600 |
| 6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 512,134.000 | 0.20 | 1 2 3 | 0.240 0.240 0.250 |
| 6666029007 | REFL PAV MRK TY I (W)8"(DOT)(090MIL) | LF | 1,177.000 | 0.80 | 1 2 3 | 1.000 1.000 1.000 |
| 6666035007 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 13,105.000 | 0.75 | 1 2 3 | 0.950 0.950 1.000 |
| 6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 610.000 | 0.40 | 1 2 3 | 0.600 0.600 0.500 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 70.000 | 8.00 | 1 2 3 | 17.000 17.000 18.250 |
| 6686091 | PREFAB PAV MRK TY C (W) (18")(YLD TRI) | EA | 116.000 | 20.00 | 1 2 3 | 18.000 18.000 19.500 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 16.000 | 3.50 | 1 2 3 | 5.000 5.000 5.450 |
| 6726010 | REFL PAV MRKR TY II-C-R | EA | 2,421.000 | 3.50 | 1 2 3 | 3.750 3.750 4.000 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 8,000.00 | 1 2 3 | 7,543.890 6,500.000 7,500.000 |
| 60246009 | HPPM W/RET REQ TY I(W)6"(BRK)(100MIL) | LF | 32,588.000 | 0.60 | 1 2 3 | 0.600 0.600 0.650 |
| 60246012 | HPPM W/RET REQ TY I(W)6"(SLD)(100MIL) | LF | 127,576.000 | 0.60 | 1 2 3 | 0.580 0.580 0.650 |
| 60246024 | HPPM W/RET REQ TY I(Y)6"(SLD)(100MIL) | LF | 127,806.000 | 0.60 | 1 2 3 | 0.580 0.580 0.650 |
| 61856001001 | TMA (STATIONARY) | EA | 2.000 | 8,000.00 | 1 2 3 | 7,543.890 36,460.000 15,000.000 |
| 61856005001 | TMA (MOBILE OPERATION) | DAY | 400.000 | 200.00 | 1 2 3 | 201.170 488.000 200.000 |
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