Tabulation of Bids for Project NH 1802(032)
Last Update: Tuesday, October 02, 2018
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| County: | JASPER | Let Date: | 07/11/18 |
| Type: | OVERLAY EXISTING ROADWAY | Seq No: | 3209 |
| Time: | 171 WORKING DAYS | Project ID: | NH 1802(032) |
| Highway: | US 96 | Contract #: | 07183209 |
| Length: | 18.849 | CCSJ: | 0064-08-057 |
| Limits: | |||
| From: | 0.642 MI N OF RE 255 SOUTH | Check: | $100,000 |
| To: | US 190 | Misc Cost: | $280,000.00 |
| Estimate | $10,834,991.70 | % Over/Under | Company |
| Bidder 1 | $11,208,278.55 | +3.45% | OLDCASTLE MATERIALS TEXAS, INC. |
| Bidder 2 | $13,808,228.71 | +27.44% | DREWERY CONSTRUCTION COMPANY, INCORPORATED |
| Bidder 3 | $13,999,946.35 | +29.21% | JOHNSON BROS. CORPORATION, A SOUTHLAND COMPANY |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1046021 | REMOVING CONC (CURB) | LF | 500.000 | 4.00 | 1 2 3 | 7.150 30.000 6.500 |
| 1346002 | BACKFILL (TY B) | STA | 237.410 | 250.00 | 1 2 3 | 280.000 500.000 100.000 |
| 3106005 | PRIME COAT (AE-P) | GAL | 12,663.000 | 4.00 | 1 2 3 | 2.900 3.000 3.000 |
| 3406246 | D-GR HMA (SQ) TY-D PG64_22(LEVEL-UP) | TON | 5,860.000 | 100.00 | 1 2 3 | 95.000 125.000 127.000 |
| 3466037 | STONE-MTRX-ASPH SMAR-C SAC-A | TON | 52,531.000 | 120.00 | 1 2 3 | 156.000 175.000 135.000 |
| 3516028 | FLEX PAVE STRUCTURE REPAIR (8"-10") | SY | 500.000 | 100.00 | 1 2 3 | 133.000 150.000 120.000 |
| 3546045 | PLANE ASPH CONC PAV (2") | SY | 401,745.000 | 2.00 | 1 2 3 | 1.600 1.250 3.000 |
| 3616053 | FULL - DEPTH REPAIR CPCD (8"-14") | SY | 2,000.000 | 200.00 | 1 2 3 | 252.000 255.000 800.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 1,000,000.00 | 1 2 3 | 387,000.000 1,100,000.000 1,000,000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 12.000 | 3,500.00 | 1 2 3 | 2,125.000 3,500.000 7,500.000 |
| 5296001 | CONC CURB (TY I) | LF | 250.000 | 40.00 | 1 2 3 | 30.000 22.000 50.000 |
| 5296002 | CONC CURB (TY II) | LF | 250.000 | 40.00 | 1 2 3 | 32.000 25.000 60.000 |
| 5306011 | INTRSCT, DRVWAYS, & TURNOUT (ACP) | SY | 24,000.000 | 45.00 | 1 2 3 | 14.500 35.000 55.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 157,381.000 | 0.20 | 1 2 3 | 0.300 0.250 0.300 |
| 6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 27,680.000 | 0.30 | 1 2 3 | 0.150 0.160 0.150 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 49,275.000 | 0.30 | 1 2 3 | 0.390 0.410 0.390 |
| 6626012 | WK ZN PAV MRK NON-REMOV (W)8"(SLD) | LF | 11,362.000 | 0.80 | 1 2 3 | 0.300 0.320 0.300 |
| 6626016 | WK ZN PAV MRK NON-REMOV (W)24"(SLD) | LF | 1,113.000 | 4.00 | 1 2 3 | 3.000 3.180 3.000 |
| 6626017 | WK ZN PAV MRK NON-REMOV (W)(ARROW) | EA | 64.000 | 80.00 | 1 2 3 | 45.000 47.700 45.000 |
| 6626029 | WK ZN PAV MRK NON-REMOV(W)(WORD) | EA | 8.000 | 80.00 | 1 2 3 | 60.000 63.600 60.000 |
| 6626031 | WK ZN PAV MRK NON-REMOV(W)36"(YLD TRI) | EA | 21.000 | 25.00 | 1 2 3 | 20.000 21.200 20.000 |
| 6626032 | WK ZN PAV MRK NON-REMOV (Y)4"(BRK) | LF | 8,720.000 | 0.30 | 1 2 3 | 0.150 0.160 0.150 |
| 6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 116,632.000 | 0.30 | 1 2 3 | 0.150 0.160 0.150 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 8,723.000 | 1.20 | 1 2 3 | 1.500 0.600 1.000 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 3,821.000 | 1.20 | 1 2 3 | 1.500 0.600 1.000 |
| 6666029007 | REFL PAV MRK TY I (W)8"(DOT)(090MIL) | LF | 93.000 | 1.50 | 1 2 3 | 4.000 4.240 4.000 |
| 6666035007 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 11,362.000 | 0.60 | 1 2 3 | 0.550 0.580 0.550 |
| 6666299007 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 27,680.000 | 0.40 | 1 2 3 | 0.250 0.290 0.270 |
| 6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 21,475.000 | 0.40 | 1 2 3 | 0.450 0.480 0.450 |
| 6666311007 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 8,720.000 | 0.40 | 1 2 3 | 0.300 0.320 0.300 |
| 6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 116,632.000 | 0.40 | 1 2 3 | 0.250 0.300 0.280 |
| 6686074 | PREFAB PAV MRK TY C (W) (12") (SLD) | LF | 480.000 | 7.00 | 1 2 3 | 6.000 0.640 6.000 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 1,113.000 | 12.00 | 1 2 3 | 11.000 11.660 11.000 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 64.000 | 250.00 | 1 2 3 | 170.000 180.200 170.000 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 8.000 | 250.00 | 1 2 3 | 240.000 254.400 240.000 |
| 6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 21.000 | 40.00 | 1 2 3 | 45.000 47.700 45.000 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 3,431.000 | 3.00 | 1 2 3 | 2.900 3.250 2.900 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 1,701.000 | 3.00 | 1 2 3 | 3.000 3.250 2.900 |
| 30386001 | RUBBLIZING EXISTING CONCRETE PAVEMENT | SY | 66,509.000 | 2.00 | 1 2 3 | 2.150 6.000 7.910 |
| 61856001 | TMA (STATIONARY) | EA | 4.000 | 10,000.00 | 1 2 3 | 1.000 4,500.000 7,500.000 |
| 61856005 | TMA (MOBILE OPERATION) | DAY | 50.000 | 200.00 | 1 2 3 | 1.000 55.000 500.000 |
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