Tabulation of Bids for Project BR 1702(472)
Last Update: Thursday, September 28, 2017
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| County: | STEPHENS | Let Date: | 07/11/17 |
| Type: | REHAB BRIDGE | Seq No: | 3038 |
| Time: | 199 WORKING DAYS | Project ID: | BR 1702(472) |
| Highway: | US 180 | Contract #: | 07173038 |
| Length: | 0.820 | CCSJ: | 0011-07-051 |
| Limits: | |||
| From: | @ HUBBARD CREEK LAKE BRIDGE | Check: | $70,000 |
| To: | . | Misc Cost: | $66,700.00 |
| Estimate | $3,480,792.25 | % Over/Under | Company |
| Bidder 1 | $3,484,144.57 | +0.10% | GIBSON & ASSOCIATES, INC. |
| Bidder 2 | $3,518,094.01 | +1.07% | STRUCTURAL TECHNOLOGIES, LLC |
| Bidder 3 | $4,241,829.60 | +21.86% | L.C. JORDAN & SON |
| Bidder 4 | $5,940,295.50 | +70.66% | FNH CONSTRUCTION, LLC |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1326003 | EMBANKMENT (FINAL)(ORD COMP)(TY B) | CY | 58.000 | 40.00 | 1 2 3 4 | 200.000 92.200 35.000 35.000 |
| 3106009 | PRIME COAT (MC-30) | GAL | 156.000 | 6.00 | 1 2 3 4 | 18.700 10.750 10.000 10.000 |
| 3166011 | ASPH (AC-10) | GAL | 11,611.000 | 4.00 | 1 2 3 4 | 4.350 8.820 6.000 6.500 |
| 3166224 | AGGR(TY-PB GR-4 SAC-B) | CY | 269.600 | 85.00 | 1 2 3 4 | 169.400 140.980 110.000 300.000 |
| 3346077 | HMCL ACP TY-D SAC-A AC-1.5 | TON | 61.000 | 500.00 | 1 2 3 4 | 250.000 521.900 360.000 140.000 |
| 3546003 | PLAN & TEXT ASPH CONC PAV(0" TO 3") | SY | 770.000 | 5.00 | 1 2 3 4 | 25.030 16.030 15.000 22.000 |
| 4006005 | CEM STABIL BKFL | CY | 110.000 | 150.00 | 1 2 3 4 | 325.000 55.130 225.000 171.000 |
| 4036001 | TEMPORARY SPL SHORING | SF | 200.000 | 15.00 | 1 2 3 4 | 30.000 87.400 45.000 45.000 |
| 4206012 | CL B CONC (MISC) | CY | 8.000 | 400.00 | 1 2 3 4 | 400.000 504.320 1,500.000 1,500.000 |
| 4206014 | CL C CONC (ABUT)(HPC) | CY | 2.800 | 1,200.00 | 1 2 3 4 | 6,500.000 4,147.000 7,500.000 1,500.000 |
| 4206057 | CL C CONC (WINGWALLS) | CY | 10.200 | 1,500.00 | 1 2 3 4 | 2,700.000 1,520.000 2,500.000 1,500.000 |
| 4206066 | CL C CONC (RAIL FOUNDATION) | CY | 7.500 | 1,000.00 | 1 2 3 4 | 4,620.000 1,219.000 2,800.000 1,500.000 |
| 4206130 | CL K CONC (PEDESTAL) | EA | 8.000 | 1,500.00 | 1 2 3 4 | 2,000.000 1,016.000 2,750.000 1,500.000 |
| 4206141 | CL C CONC (CURB) | CY | 0.400 | 2,500.00 | 1 2 3 4 | 2,500.000 9,431.000 7,500.000 1,500.000 |
| 4226015 | APPROACH SLAB | CY | 50.000 | 405.00 | 1 2 3 4 | 1,325.000 900.000 1,000.000 1,500.000 |
| 4286001 | PENETRATING CONCRETE SURFACE TREATMENT | SY | 2,610.000 | 5.00 | 1 2 3 4 | 18.150 23.150 20.000 25.000 |
| 4296001 | CONC STR REPAIR(CLEAN & COAT WTH EPOXY) | SF | 519.000 | 300.00 | 1 2 3 4 | 135.000 54.400 190.000 150.000 |
| 4296007 | CONC STR REPAIR (VERTICAL & OVERHEAD) | SF | 5,764.000 | 200.00 | 1 2 3 4 | 145.000 115.550 175.000 350.000 |
| 4296009 | CONC STR REPAIR (STANDARD) | SF | 30.000 | 250.00 | 1 2 3 4 | 200.000 103.440 200.000 350.000 |
| 4326024 | RIPRAP (STONE COMMON)(DRY)(12 IN) | CY | 100.000 | 160.00 | 1 2 3 4 | 275.000 225.210 350.000 185.000 |
| 4326026 | RIPRAP (STONE COMMON)(DRY)(18 IN) | CY | 200.000 | 175.00 | 1 2 3 4 | 231.000 191.680 400.000 185.000 |
| 4326044 | RIPRAP (CONC)(FLUME) | CY | 6.000 | 800.00 | 1 2 3 4 | 2,500.000 650.000 850.000 650.000 |
| 4346001 | ELASTOMERIC BEARING (PLAIN) | EA | 44.000 | 1,000.00 | 1 2 3 4 | 31.000 90.250 750.000 1,650.000 |
| 4346002 | ELASTOMERIC BEARING (LAMINATED) | EA | 48.000 | 2,000.00 | 1 2 3 4 | 220.000 355.540 1,250.000 2,000.000 |
| 4386008 | CLEANING AND SEALING JOINTS (CL 7) | LF | 3,219.000 | 35.00 | 1 2 3 4 | 27.000 82.360 40.000 25.000 |
| 4466002 | CLEAN & PAINT EXIST STR (SYSTEM II) | LS | 1.000 | 200,000.00 | 1 2 3 4 | 330,990.000 567,151.000 350,000.000 425,000.000 |
| 4516005 | RETROFIT RAIL (TY T221) | LF | 172.300 | 150.00 | 1 2 3 4 | 570.000 236.160 250.000 185.000 |
| 4546008 | HEADER TYPE EXPANSION JOINT | CF | 12.000 | 350.00 | 1 2 3 4 | 700.000 456.670 650.000 2,000.000 |
| 4816012 | PIPE (PVC) (SCH 40) (5 IN) | LF | 528.000 | 35.00 | 1 2 3 4 | 107.000 50.150 12.000 30.000 |
| 4956001 | RAISING EXIST STRUCT | LS | 1.000 | 200,000.00 | 1 2 3 4 | 260,000.000 127,399.000 500,000.000 100,000.000 |
| 4966005 | REMOV STR (WINGWALL) | EA | 4.000 | 1,000.00 | 1 2 3 4 | 1,500.000 2,200.000 5,500.000 2,500.000 |
| 4966017 | REMOV STR (ABUTMENT) | EA | 2.000 | 7,000.00 | 1 2 3 4 | 7,000.000 6,000.000 10,000.000 2,500.000 |
| 4966091 | REMOV STR (CURB) | EA | 4.000 | 250.00 | 1 2 3 4 | 250.000 700.000 2,500.000 2,500.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 318,000.00 | 1 2 3 4 | 222,800.000 305,000.000 420,000.000 590,000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 11.000 | 3,500.00 | 1 2 3 4 | 9,100.000 9,426.000 7,500.000 8,500.000 |
| 5066038002 | TEMP SEDMT CONT FENCE (INSTALL) | LF | 1,200.000 | 7.00 | 1 2 3 4 | 2.000 4.000 5.000 4.000 |
| 5066039002 | TEMP SEDMT CONT FENCE (REMOVE) | LF | 1,200.000 | 1.30 | 1 2 3 4 | 1.000 1.200 1.000 2.000 |
| 5106003 | ONE-WAY TRAF CONT (PORT TRAF SIG) | MO | 4.000 | 6,100.00 | 1 2 3 4 | 15,850.000 6,315.000 7,000.000 5,500.000 |
| 5126063 | PORT CTB (MOVE) (SAFETY SH) (TY 2) | LF | 1,090.000 | 10.00 | 1 2 3 4 | 16.500 22.220 20.000 20.000 |
| 5126065 | PORT CTB (DES SOURCE) (SAFETY SH)(TY 2) | LF | 1,090.000 | 20.00 | 1 2 3 4 | 22.000 29.630 25.000 25.000 |
| 5126079 | PORT CTB (STKPL)(SAFETY SH) | LF | 1,090.000 | 20.00 | 1 2 3 4 | 19.800 26.670 25.000 20.000 |
| 5406001 | MTL W-BEAM GD FEN (TIM POST) | LF | 250.000 | 25.00 | 1 2 3 4 | 21.730 29.260 25.000 25.000 |
| 5406006 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 4.000 | 1,500.00 | 1 2 3 4 | 2,090.000 2,815.000 1,600.000 1,850.000 |
| 5406029 | MTL BM GD FEN TRANS (THRIE-BEAM)(OPT1) | EA | 4.000 | 1,500.00 | 1 2 3 4 | 2,200.000 2,963.000 1,500.000 2,000.000 |
| 5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 676.000 | 3.00 | 1 2 3 4 | 3.300 4.440 3.000 3.000 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 4.000 | 2,200.00 | 1 2 3 4 | 2,750.000 3,704.000 2,300.000 2,850.000 |
| 5456003 | CRASH CUSH ATTEN (MOVE & RESET) | EA | 6.000 | 2,500.00 | 1 2 3 4 | 1,650.000 2,222.000 3,000.000 5,000.000 |
| 5456005 | CRASH CUSH ATTEN (REMOVE) | EA | 6.000 | 1,000.00 | 1 2 3 4 | 825.000 1,111.000 1,000.000 2,500.000 |
| 5456019 | CRASH CUSH ATTEN (INSTL)(S)(N)(TL3) | EA | 6.000 | 10,000.00 | 1 2 3 4 | 8,800.000 11,852.000 9,500.000 12,500.000 |
| 6586014 | INSTL DEL ASSM (D-SW)SZ (BRF)CTB (BI) | EA | 28.000 | 60.00 | 1 2 3 4 | 22.000 29.630 20.000 100.000 |
| 6586062 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI) | EA | 12.000 | 45.78 | 1 2 3 4 | 38.500 51.860 30.000 100.000 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 17,724.000 | 0.18 | 1 2 3 4 | 0.760 0.400 0.600 0.500 |
| 6626016 | WK ZN PAV MRK NON-REMOV (W)24"(SLD) | LF | 48.000 | 1.98 | 1 2 3 4 | 4.400 3.500 7.000 20.000 |
| 6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 932.000 | 0.19 | 1 2 3 4 | 0.760 0.320 0.400 0.500 |
| 6626050 | WK ZN PAV MRK REMOV (REFL) TY II-A-A | EA | 24.000 | 7.00 | 1 2 3 4 | 3.300 4.000 8.000 34.000 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 490.000 | 1.62 | 1 2 3 4 | 5.000 2.000 4.000 5.000 |
| 6666303 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 9,796.000 | 0.35 | 1 2 3 4 | 0.580 0.600 0.600 0.500 |
| 6666312 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 70.000 | 0.35 | 1 2 3 4 | 0.580 0.450 0.600 0.500 |
| 6666315 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 9,513.000 | 0.35 | 1 2 3 4 | 0.580 0.550 0.600 0.500 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 124.000 | 3.50 | 1 2 3 4 | 6.050 3.200 6.000 15.000 |
| 6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 8,864.000 | 0.75 | 1 2 3 4 | 3.850 0.550 3.000 0.500 |
| 7866001 | CARBON FIBER REINF POLYMER PROTECTION | SF | 856.000 | 50.00 | 1 2 3 4 | 41.000 21.990 60.000 125.000 |
| 7866002 | CARBON FIBER REINF POLYMER STRENGTHNING | SF | 5,280.000 | 50.00 | 1 2 3 4 | 32.500 37.680 52.000 150.000 |
| 40016002 | ASPHALT PLUG EXP JOINT | CF | 876.000 | 300.00 | 1 2 3 4 | 381.000 410.690 350.000 650.000 |
| 60016001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 360.000 | 100.00 | 1 2 3 4 | 95.000 90.540 75.000 150.000 |
| 60566001 | PREFORMED IN-LANE(TRANS) RUMBLE STRIP | LF | 640.000 | 8.00 | 1 2 3 4 | 20.000 7.000 20.000 1.500 |
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