Tabulation of Bids for Project STP 1702(114)HES
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County: | HARDIN | Let Date: | 05/03/17 |
Type: | SAFETY TREAT OBJECTS, INCREASE SUPERELEVATION | Seq No: | 3206 |
Time: | 50 WORKING DAYS | Project ID: | STP 1702(114)HES |
Highway: | FM 421 | Contract #: | 05173206 |
Length: | 6.561 | CCSJ: | 0813-03-043 |
Limits: | |||
From: | 1.5 MI E OF FM 326 | Check: | $29,000 |
To: | 4.1 MI W OF LUMBERTON | Misc Cost: | $40,047.03 |
Estimate | $1,446,123.75 | % Over/Under | Company |
Bidder 1 | $1,375,866.73 | -4.86% | OLDCASTLE MATERIALS TEXAS, INC. |
Bidder 2 | $1,376,922.90 | -4.79% | NORMAN HIGHWAY CONSTRUCTORS, INC. |
Bidder 3 | $1,444,317.70 | -0.12% | TOTAL HIGHWAY MAINTENANCE, LLC |
Bidder 4 | $1,453,555.60 | +0.51% | SMITH & COMPANY |
Bidder 5 | $1,462,686.84 | +1.15% | A. L. HELMCAMP, INC. |
Bidder 6 | $1,653,584.66 | +14.35% | AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC |
Bidder 7 | $1,698,789.80 | +17.47% | FNH CONSTRUCTION, LLC |
Bidder 8 | $1,745,891.65 | +20.73% | ISI CONTRACTING, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1326017 | EMBANKMENT (VEHICLE)(ORD COMP)(TY A) | CY | 135.000 | 85.00 | 1 2 3 4 5 6 7 8 | 115.000 85.000 140.000 150.000 56.000 135.000 100.000 160.000 |
1346001 | BACKFILL (TY A) | STA | 134.000 | 184.00 | 1 2 3 4 5 6 7 8 | 170.000 660.000 231.000 454.000 450.000 220.000 450.000 260.000 |
1646024 | CELL FBR MLCH SEED(PERM)(RURAL)(CLAY) | AC | 1.000 | 1,390.00 | 1 2 3 4 5 6 7 8 | 1,260.000 1,400.000 5,500.000 3,000.000 3,000.000 5,000.000 5,000.000 6,000.000 |
1686001 | VEGETATIVE WATERING | MG | 48.000 | 15.00 | 1 2 3 4 5 6 7 8 | 42.000 97.000 155.000 75.000 30.000 65.000 100.000 35.000 |
3406106 | D-GR HMA(SQ) TY-D PG64-22 | TON | 1,595.000 | 120.00 | 1 2 3 4 5 6 7 8 | 125.000 160.000 140.000 215.000 136.000 140.000 140.000 160.000 |
4326046 | RIPRAP (MOW STRIP)(5 IN) | CY | 88.000 | 490.00 | 1 2 3 4 5 6 7 8 | 535.000 500.000 575.000 650.000 690.000 700.000 650.000 700.000 |
4676363 | SET (TY II) (18 IN) (RCP) (6: 1) (P) | EA | 40.000 | 751.00 | 1 2 3 4 5 6 7 8 | 780.000 775.000 1,650.000 650.000 1,100.000 1,350.000 1,250.000 1,100.000 |
4676374 | SET (TY II) (21 IN) (RCP) (6: 1) (P) | EA | 2.000 | 1,250.00 | 1 2 3 4 5 6 7 8 | 1,010.000 1,000.000 1,950.000 850.000 1,300.000 1,650.000 1,250.000 1,500.000 |
4676390 | SET (TY II) (24 IN) (RCP) (4: 1) (C) | EA | 2.000 | 1,260.00 | 1 2 3 4 5 6 7 8 | 1,010.000 1,000.000 1,550.000 750.000 1,100.000 1,450.000 1,500.000 1,300.000 |
4676395 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 4.000 | 1,210.00 | 1 2 3 4 5 6 7 8 | 1,310.000 1,300.000 1,850.000 800.000 1,300.000 1,650.000 1,500.000 1,500.000 |
4966007 | REMOV STR (PIPE) | LF | 3.000 | 20.00 | 1 2 3 4 5 6 7 8 | 205.000 200.000 850.000 50.000 32.000 200.000 100.000 100.000 |
5006001 | MOBILIZATION | LS | 1.000 | 131,345.10 | 1 2 3 4 5 6 7 8 | 136,500.000 132,000.000 64,000.000 125,000.000 129,000.000 164,000.000 160,000.000 160,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 2.000 | 3,500.00 | 1 2 3 4 5 6 7 8 | 3,000.000 1,250.000 24,500.000 3,000.000 15,000.000 50,000.000 8,500.000 20,000.000 |
5066042003 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 990.000 | 5.50 | 1 2 3 4 5 6 7 8 | 5.100 6.000 7.000 10.000 8.000 6.000 15.000 6.000 |
5066043003 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 990.000 | 1.00 | 1 2 3 4 5 6 7 8 | 1.000 1.000 2.000 2.000 2.000 2.000 8.000 3.000 |
5306016 | DRIVEWAYS (BASE) | SY | 5.000 | 35.00 | 1 2 3 4 5 6 7 8 | 150.000 112.000 176.000 500.000 230.000 175.000 100.000 200.000 |
5406001 | MTL W-BEAM GD FEN (TIM POST) | LF | 1,263.000 | 20.00 | 1 2 3 4 5 6 7 8 | 18.500 21.000 28.500 21.000 20.000 25.000 30.000 23.000 |
5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 11.000 | 2,140.00 | 1 2 3 4 5 6 7 8 | 1,980.000 2,300.000 3,750.000 2,300.000 2,100.000 2,300.000 2,850.000 2,700.000 |
5456001 | CRASH CUSH ATTEN (INSTL) | EA | 1.000 | 12,775.00 | 1 2 3 4 5 6 7 8 | 16,525.000 18,500.000 20,000.000 18,000.000 18,000.000 18,500.000 20,000.000 18,000.000 |
6446068 | RELOCATE SM RD SN SUP&AM TY 10BWG | EA | 21.000 | 445.00 | 1 2 3 4 5 6 7 8 | 355.000 390.000 565.000 444.000 400.000 400.000 1,500.000 150.000 |
6586016 | INSTL DEL ASSM (D-SW)SZ (BRF)GF1 (BI) | EA | 51.000 | 17.75 | 1 2 3 4 5 6 7 8 | 25.500 17.000 100.000 20.000 30.000 30.000 100.000 10.000 |
6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 21,871.000 | 0.20 | 1 2 3 4 5 6 7 8 | 0.110 0.110 0.500 0.100 0.100 0.120 0.500 2.000 |
6626032 | WK ZN PAV MRK NON-REMOV (Y)4"(BRK) | LF | 170.000 | 0.20 | 1 2 3 4 5 6 7 8 | 0.110 0.110 1.000 0.100 0.100 0.120 0.500 2.100 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 20,827.000 | 0.20 | 1 2 3 4 5 6 7 8 | 0.110 0.110 0.500 0.100 0.100 0.120 0.500 2.000 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 1,137.000 | 3.00 | 1 2 3 4 5 6 7 8 | 1.600 1.120 2.250 1.500 1.500 1.000 5.000 1.250 |
6666302 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 21,871.000 | 0.35 | 1 2 3 4 5 6 7 8 | 0.450 0.490 0.650 0.450 0.480 0.500 0.600 2.300 |
6666311 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 170.000 | 0.35 | 1 2 3 4 5 6 7 8 | 0.460 0.500 0.700 0.460 0.500 0.500 0.600 2.500 |
6666314 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 20,827.000 | 0.35 | 1 2 3 4 5 6 7 8 | 0.450 0.490 0.650 0.450 0.480 0.500 0.600 2.300 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 286.000 | 14.00 | 1 2 3 4 5 6 7 8 | 290.000 3.360 7.000 3.000 3.500 3.250 15.000 8.000 |
30376001 | HIGH FRICTION SURFACE COURSE | SY | 29,495.000 | 30.00 | 1 2 3 4 5 6 7 8 | 24.250 23.000 24.750 23.000 26.500 29.000 30.000 28.000 |
60566001 | PREFORMED IN-LANE(TRANS) RUMBLE STRIP | LF | 240.000 | 3.25 | 1 2 3 4 5 6 7 8 | 12.500 13.500 15.500 13.000 13.000 14.000 20.000 20.000 |