Tabulation of Bids for Project STP 2018(930)
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County: | WINKLER | Let Date: | 06/05/18 |
Type: | ROADWAY REHABILITATION | Seq No: | 3006 |
Time: | 204 WORKING DAYS | Project ID: | STP 2018(930) |
Highway: | SH 18 | Contract #: | 06183006 |
Length: | 8.833 | CCSJ: | 0292-02-040 |
Limits: | |||
From: | FM 1232 | Check: | $100,000 |
To: | WARD COUNTY LINE | Misc Cost: | $31,000.00 |
Estimate | $10,965,861.11 | % Over/Under | Company |
Bidder 1 | $11,998,398.69 | +9.42% | JONES BROS. DIRT & PAVING CONTRACTORS, INC. |
Bidder 2 | $13,977,417.09 | +27.46% | JOHNSON BROS. CORPORATION, A SOUTHLAND COMPANY |
Bidder 3 | $15,124,574.44 | +37.92% | DELHUR INDUSTRIES, INC. |
Bidder 4 | $16,000,000.00 | +45.91% | FNF CONSTRUCTION, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1056129 | REMOVING TREATED BASE & ASPH PAV(5.5") | SY | 204,075.000 | 3.00 | 1 2 3 4 | 2.000 3.000 2.760 3.000 |
1106001 | EXCAVATION (ROADWAY) | CY | 58,334.000 | 7.00 | 1 2 3 4 | 7.100 8.000 12.570 17.000 |
1126002 | SUBGRADE WIDENING (DENS CONT) | STA | 407.000 | 300.00 | 1 2 3 4 | 920.000 500.000 420.000 1,900.000 |
1326007 | EMBANKMENT (FINAL)(ORD COMP)(TY D) | CY | 8,751.000 | 12.50 | 1 2 3 4 | 7.950 4.000 3.600 3.000 |
1506002 | BLADING | HR | 50.000 | 120.00 | 1 2 3 4 | 325.000 145.000 186.000 300.000 |
2166001 | PROOF ROLLING | HR | 50.000 | 80.00 | 1 2 3 4 | 125.000 90.000 120.000 105.000 |
2476494 | FL BS (CMP IN PLC)(TY A GR 4)(9.5") | SY | 61,843.000 | 9.50 | 1 2 3 4 | 14.250 4.000 13.690 15.000 |
2516079 | REWORK BS MTL (TY D)(SURF)(ORD COMP) | SY | 204,075.000 | 1.00 | 1 2 3 4 | 0.700 1.250 0.900 2.000 |
3106009 | PRIME COAT (MC-30) | GAL | 59,536.000 | 3.60 | 1 2 3 4 | 4.000 4.000 5.230 4.500 |
3156004 | FOG SEAL (CSS-1H) | GAL | 66,711.000 | 3.50 | 1 2 3 4 | 2.900 4.000 4.060 3.250 |
3446014 | SUPERPAVE MIXTURES SP-B PG70-22 | TON | 66,894.000 | 65.00 | 1 2 3 4 | 72.000 91.000 89.830 85.000 |
3466040 | STONE-MTRX-ASPH SMAR-F SAC-A | TON | 24,956.000 | 100.40 | 1 2 3 4 | 109.000 131.000 141.910 122.000 |
3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 9,276.000 | 25.00 | 1 2 3 4 | 44.000 45.000 43.200 40.000 |
4206012 | CL B CONC (MISC) | CY | 40.000 | 150.00 | 1 2 3 4 | 869.000 540.000 900.000 700.000 |
5006001 | MOBILIZATION | LS | 1.000 | 860,000.00 | 1 2 3 4 | 551,000.000 1,050,000.000 1,006,335.000 1,556,174.150 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 11.000 | 8,000.00 | 1 2 3 4 | 10,000.000 5,000.000 13,316.130 5,000.000 |
5066042003 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 100.000 | 5.00 | 1 2 3 4 | 20.000 17.000 7.150 6.000 |
5066043003 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 100.000 | 2.00 | 1 2 3 4 | 5.000 9.000 2.400 0.750 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 93,280.000 | 0.13 | 1 2 3 4 | 0.130 0.140 0.080 0.120 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 46,640.000 | 0.20 | 1 2 3 4 | 0.200 0.150 0.080 0.120 |
6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 11.000 | 550.00 | 1 2 3 4 | 891.000 1,098.250 962.500 900.000 |
6446004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 12.000 | 600.00 | 1 2 3 4 | 1,012.000 1,247.390 1,045.000 970.000 |
6446007 | IN SM RD SN SUP&AM TY10BWG(1)SA(U) | EA | 3.000 | 800.00 | 1 2 3 4 | 1,265.000 1,559.240 126.500 120.000 |
6446033 | IN SM RD SN SUP&AM TYS80(1)SA(U) | EA | 3.000 | 900.00 | 1 2 3 4 | 1,320.000 1,627.040 1,276.000 1,200.000 |
6446076 | REMOVE SM RD SN SUP&AM | EA | 17.000 | 85.00 | 1 2 3 4 | 100.000 101.690 137.500 130.000 |
6586002 | INSTL DEL ASSM (D-SW)SZ 1(FLX)GND(BI) | EA | 18.000 | 68.00 | 1 2 3 4 | 104.500 128.810 148.500 140.000 |
6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 279,840.000 | 0.18 | 1 2 3 4 | 0.140 0.190 0.170 0.160 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 279,840.000 | 0.19 | 1 2 3 4 | 0.140 0.190 0.170 0.160 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 83,952.000 | 0.60 | 1 2 3 4 | 1.500 1.550 1.660 2.100 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 83,952.000 | 0.20 | 1 2 3 4 | 1.500 1.240 1.700 2.100 |
6666030007 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 471.000 | 0.80 | 1 2 3 4 | 1.380 0.900 0.790 0.750 |
6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 4,105.000 | 0.65 | 1 2 3 4 | 0.720 0.900 0.790 0.750 |
6666300007 | RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) | LF | 8,612.000 | 0.28 | 1 2 3 4 | 0.310 0.450 0.400 0.400 |
6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 93,280.000 | 0.25 | 1 2 3 4 | 0.310 0.450 0.400 0.400 |
6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 104,881.000 | 0.25 | 1 2 3 4 | 0.310 0.450 0.400 0.400 |
6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 6.000 | 200.00 | 1 2 3 4 | 242.000 342.060 302.500 290.000 |
6686083 | PREFAB PAV MRK TY C (W) (LNDP ARROW) | EA | 10.000 | 500.00 | 1 2 3 4 | 308.000 932.900 825.000 770.000 |
6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 6.000 | 250.00 | 1 2 3 4 | 275.000 528.640 467.500 435.000 |
6726007 | REFL PAV MRKR TY I-C | EA | 644.000 | 2.75 | 1 2 3 4 | 3.030 3.730 3.300 3.100 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 2,261.000 | 2.55 | 1 2 3 4 | 2.860 3.730 3.300 3.100 |
6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 139,926.000 | 0.60 | 1 2 3 4 | 0.350 0.930 0.830 0.800 |
60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 18,000.00 | 1 2 3 4 | 18,000.000 5,000.000 19,800.000 20,000.000 |
61856001 | TMA (STATIONARY) | EA | 5.000 | 2,000.00 | 1 2 3 4 | 10,500.000 5,000.000 22,000.000 45,000.000 |
61856003 | TMA (MOBILE OPERATION) | HR | 512.000 | 21.00 | 1 2 3 4 | 12.000 95.000 120.000 80.000 |