Tabulation of Bids for Project STP 1702(817)
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County: | COLLIN | Let Date: | 08/08/17 |
Type: | WIDEN, OVERLAY, BASE REPAIR | Seq No: | 3044 |
Time: | 105 WORKING DAYS | Project ID: | STP 1702(817) |
Highway: | FM 75 | Contract #: | 08173044 |
Length: | 1.095 | CCSJ: | 0387-01-014 |
Limits: | |||
From: | MAIN STREET | Check: | $26,000 |
To: | CR 461 | Misc Cost: | $52,200.00 |
Estimate | $1,317,598.43 | % Over/Under | Company |
Bidder 1 | $1,442,556.40 | +9.48% | JAGOE-PUBLIC COMPANY |
Bidder 2 | $1,509,334.69 | +14.55% | OLDCASTLE MATERIALS TEXAS, INC. |
Bidder 3 | $1,544,996.96 | +17.26% | THE LANE CONSTRUCTION CORPORATION |
Bidder 4 | $1,554,200.61 | +17.96% | AUSTIN BRIDGE & ROAD SERVICES, LP |
Bidder 5 | $1,595,658.10 | +21.10% | ED BELL CONSTRUCTION COMPANY |
Bidder 6 | $1,839,197.00 | +39.59% | FNH CONSTRUCTION, LLC |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1006002 | PREPARING ROW | STA | 57.800 | 500.00 | 1 2 3 4 5 6 | 900.000 2,255.000 900.000 2,000.000 3,750.000 2,000.000 |
1046017 | REMOVING CONC (DRIVEWAYS) | SY | 350.000 | 25.00 | 1 2 3 4 5 6 | 35.000 15.000 25.000 35.000 21.000 20.000 |
1106001 | EXCAVATION (ROADWAY) | CY | 58.000 | 10.00 | 1 2 3 4 5 6 | 50.000 46.000 40.000 50.000 21.000 20.000 |
1326006 | EMBANKMENT (FINAL)(DENS CONT)(TY C) | CY | 477.000 | 20.00 | 1 2 3 4 5 6 | 42.000 24.000 50.000 53.000 31.500 35.000 |
1346004 | BACKFILL (TY A OR B) | STA | 57.800 | 189.00 | 1 2 3 4 5 6 | 400.000 235.000 500.000 380.000 105.000 350.000 |
1506001 | BLADING | STA | 57.800 | 110.00 | 1 2 3 4 5 6 | 125.000 245.000 250.000 65.000 525.000 250.000 |
1646015 | STRAW/HAY MLCH SEED(PERM)(RURAL)(CLAY) | SY | 24,413.000 | 0.30 | 1 2 3 4 5 6 | 0.400 0.400 0.450 0.380 0.550 0.500 |
1646051 | DRILL SEED (TEMP)(WARM OR COOL) | SY | 24,413.000 | 0.15 | 1 2 3 4 5 6 | 0.180 0.175 0.170 0.170 0.100 0.500 |
1686001 | VEGETATIVE WATERING | MG | 3,253.000 | 12.00 | 1 2 3 4 5 6 | 28.000 0.010 25.500 1.000 1.050 20.000 |
3446032 | SUPERPAVE MIXTURES SP-C SAC-B PG64-22 | TON | 3,944.000 | 82.00 | 1 2 3 4 5 6 | 75.000 76.000 85.000 88.000 75.600 90.000 |
3516008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(12") | SY | 1,630.000 | 64.00 | 1 2 3 4 5 6 | 50.000 74.000 45.000 65.000 52.500 85.000 |
3546002 | PLAN & TEXT ASPH CONC PAV(0" TO 2") | SY | 16,508.000 | 2.00 | 1 2 3 4 5 6 | 2.000 1.800 1.000 3.000 1.540 4.000 |
3546004 | PLAN & TEXT ASPH CONC PAV(0" TO 4") | SY | 13,840.000 | 3.00 | 1 2 3 4 5 6 | 2.950 3.100 2.250 5.000 2.360 4.000 |
4006006 | CUT & RESTORING PAV | SY | 231.000 | 125.00 | 1 2 3 4 5 6 | 185.000 96.000 135.000 125.000 168.000 200.000 |
4026001 | TRENCH EXCAVATION PROTECTION | LF | 214.000 | 5.00 | 1 2 3 4 5 6 | 11.000 0.100 2.000 20.000 8.400 3.500 |
4326024 | RIPRAP (STONE COMMON)(DRY)(12 IN) | CY | 54.000 | 168.00 | 1 2 3 4 5 6 | 200.000 135.000 115.000 185.000 116.500 185.000 |
4626019 | CONC BOX CULV (8 FT X 4 FT) | LF | 45.000 | 500.00 | 1 2 3 4 5 6 | 550.000 525.000 510.000 516.000 525.000 1,000.000 |
4646003 | RC PIPE (CL III)(18 IN) | LF | 1,174.000 | 60.00 | 1 2 3 4 5 6 | 75.000 47.000 90.000 46.500 63.000 75.000 |
4646005 | RC PIPE (CL III)(24 IN) | LF | 128.000 | 75.00 | 1 2 3 4 5 6 | 135.000 58.000 100.000 57.000 84.000 95.000 |
4646008 | RC PIPE (CL III)(36 IN) | LF | 76.000 | 140.00 | 1 2 3 4 5 6 | 180.000 152.000 160.000 150.000 189.000 125.000 |
4646009 | RC PIPE (CL III)(42 IN) | LF | 60.000 | 130.00 | 1 2 3 4 5 6 | 235.000 171.000 195.000 171.000 220.500 185.000 |
4646010 | RC PIPE (CL III)(48 IN) | LF | 113.000 | 188.50 | 1 2 3 4 5 6 | 280.000 260.000 220.000 258.000 262.500 250.000 |
4666009 | HEADWALL (CH - FW - 0) (DIA= 36 IN) | EA | 2.000 | 5,800.00 | 1 2 3 4 5 6 | 5,700.000 4,700.000 5,900.000 4,650.000 5,250.000 5,000.000 |
4666097 | HEADWALL (CH - PW - 0) (DIA= 24 IN) | EA | 2.000 | 4,000.00 | 1 2 3 4 5 6 | 5,500.000 3,700.000 4,800.000 3,610.000 4,200.000 5,000.000 |
4666101 | HEADWALL (CH - PW - 0) (DIA= 36 IN) | EA | 2.000 | 6,200.00 | 1 2 3 4 5 6 | 7,000.000 4,150.000 5,500.000 4,125.000 5,250.000 5,000.000 |
4666103 | HEADWALL (CH - PW - 0) (DIA= 48 IN) | EA | 4.000 | 9,000.00 | 1 2 3 4 5 6 | 12,000.000 5,250.000 10,500.000 5,155.000 9,450.000 8,500.000 |
4666181 | WINGWALL (PW - 1) (HW=6 FT) | EA | 2.000 | 13,000.00 | 1 2 3 4 5 6 | 14,000.000 17,000.000 12,650.000 17,050.000 12,600.000 12,000.000 |
4676357 | SET (TY II) (18 IN) (RCP) (3: 1) (P) | EA | 102.000 | 720.00 | 1 2 3 4 5 6 | 650.000 875.000 900.000 877.000 630.000 1,250.000 |
4676462 | SET (TY II) (42 IN) (RCP) (3: 1) (P) | EA | 2.000 | 4,637.00 | 1 2 3 4 5 6 | 5,350.000 1,875.000 5,000.000 3,800.000 6,300.000 6,500.000 |
4966006 | REMOV STR (HEADWALL) | EA | 2.000 | 1,280.00 | 1 2 3 4 5 6 | 650.000 775.000 2,250.000 775.000 1,680.000 1,500.000 |
4966007 | REMOV STR (PIPE) | LF | 1,403.000 | 15.00 | 1 2 3 4 5 6 | 14.000 10.550 16.000 11.000 16.800 30.000 |
5006001 | MOBILIZATION | LS | 1.000 | 120,000.00 | 1 2 3 4 5 6 | 140,000.000 150,015.000 75,000.000 150,000.000 172,000.000 180,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 5.000 | 9,000.00 | 1 2 3 4 5 6 | 7,500.000 26,000.000 33,000.000 8,250.000 21,000.000 8,500.000 |
5066002003 | ROCK FILTER DAMS (INSTALL) (TY 2) | LF | 140.000 | 31.00 | 1 2 3 4 5 6 | 43.000 41.000 24.500 40.660 25.730 30.000 |
5066011003 | ROCK FILTER DAMS (REMOVE) | LF | 140.000 | 12.00 | 1 2 3 4 5 6 | 11.500 11.000 10.000 10.950 10.500 15.000 |
5066020003 | CONSTRUCTION EXITS (INSTALL) (TY 1) | SY | 155.600 | 28.00 | 1 2 3 4 5 6 | 37.000 36.000 22.500 35.210 20.210 45.000 |
5066024003 | CONSTRUCTION EXITS (REMOVE) | SY | 155.600 | 8.30 | 1 2 3 4 5 6 | 10.500 10.100 13.000 10.060 10.500 20.000 |
5066041003 | BIODEG EROSN CONT LOGS (INSTL) (12") | LF | 140.000 | 5.00 | 1 2 3 4 5 6 | 5.700 5.450 4.500 5.420 4.730 12.000 |
5066043003 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 140.000 | 1.20 | 1 2 3 4 5 6 | 1.000 0.960 1.000 0.920 1.050 8.000 |
5306004 | DRIVEWAYS (CONC) | SY | 350.000 | 85.00 | 1 2 3 4 5 6 | 80.000 93.000 80.000 106.000 105.000 85.000 |
5306005 | DRIVEWAYS (ACP) | SY | 2,054.000 | 30.00 | 1 2 3 4 5 6 | 19.000 41.000 37.000 54.000 32.730 38.000 |
5306008 | TURNOUTS (ACP) | SY | 82.000 | 61.00 | 1 2 3 4 5 6 | 60.000 102.000 32.000 130.000 78.930 35.000 |
5606011 | MAILBOX INSTALL-S (TWW-POST) TY 4 | EA | 31.000 | 220.00 | 1 2 3 4 5 6 | 240.000 230.000 225.000 225.000 246.750 650.000 |
5606012 | MAILBOX INSTALL-D (TWW-POST) TY 4 | EA | 2.000 | 275.00 | 1 2 3 4 5 6 | 240.000 275.000 225.000 270.000 257.250 650.000 |
6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 31.000 | 470.00 | 1 2 3 4 5 6 | 420.000 450.000 400.000 445.000 480.900 650.000 |
6446002 | IN SM RD SN SUP&AM TY10BWG(1)SA(P-BM) | EA | 9.000 | 550.00 | 1 2 3 4 5 6 | 525.000 510.000 500.000 505.000 567.000 650.000 |
6446030 | IN SM RD SN SUP&AM TYS80(1)SA(T) | EA | 2.000 | 667.00 | 1 2 3 4 5 6 | 735.000 575.000 700.000 570.000 635.250 650.000 |
6446033 | IN SM RD SN SUP&AM TYS80(1)SA(U) | EA | 4.000 | 750.00 | 1 2 3 4 5 6 | 735.000 750.000 700.000 745.000 868.350 650.000 |
6586002 | INSTL DEL ASSM (D-SW)SZ 1(FLX)GND(BI) | EA | 6.000 | 50.00 | 1 2 3 4 5 6 | 52.500 47.000 50.000 45.000 47.250 100.000 |
6586048 | INSTL OM ASSM (OM-2Z)(FLX)GND | EA | 20.000 | 57.00 | 1 2 3 4 5 6 | 52.500 47.000 50.000 45.000 49.350 100.000 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 2,601.000 | 0.30 | 1 2 3 4 5 6 | 1.000 1.050 1.000 1.000 1.200 2.000 |
6626110 | WK ZN PAV MRK SHT TERM (TAB)TY Y | EA | 578.000 | 1.10 | 1 2 3 4 5 6 | 0.750 1.020 2.300 0.400 1.200 5.000 |
6666018 | REFL PAV MRK TY I (W)6"(DOT)(100MIL) | LF | 24.000 | 2.30 | 1 2 3 4 5 6 | 1.250 1.030 1.000 1.000 1.050 10.000 |
6666042 | REFL PAV MRK TY I (W)12"(SLD)(100MIL) | LF | 215.000 | 3.50 | 1 2 3 4 5 6 | 5.250 5.250 5.000 5.000 5.250 10.000 |
6666048 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 252.000 | 6.50 | 1 2 3 4 5 6 | 7.500 7.350 7.100 7.100 7.460 20.000 |
6666303 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 10,994.000 | 0.35 | 1 2 3 4 5 6 | 0.410 0.420 0.400 0.390 0.410 0.500 |
6666315 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 11,196.000 | 0.35 | 1 2 3 4 5 6 | 0.420 0.420 0.400 0.400 0.420 0.500 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 143.000 | 3.10 | 1 2 3 4 5 6 | 5.250 5.200 5.000 5.000 5.250 15.000 |