Tabulation of Bids for Project RMC - 630610001
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County: | ECTOR | Let Date: | 10/06/16 |
Type: | MILL & INLAY | Seq No: | 4204 |
Time: | 60 W | Project ID: | RMC - 630610001 |
Highway: | IH0020 | Contract #: | 10164204 |
Length: | 0.001 | CCSJ: | 6306-10-001 |
Limits: | |||
From: | VARIOUS | Check: | $66,000.00 |
To: | VARIOUS | Misc Cost: |
Estimate | $3,330,400.50 | % Over/Under | Company |
Bidder 1 | $2,897,231.08 | -13.01% | FNF CONSTRUCTION, INC. |
Bidder 2 | $3,348,851.96 | +0.55% | PRICE CONSTRUCTION, LTD. |
Bidder 3 | $3,390,909.36 | +1.82% | REECE ALBERT, INC. |
Bidder 4 | $3,592,650.95 | +7.87% | JONES BROS. DIRT & PAVING CONTRACTORS, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
2166001 | PROOF ROLLING | HR | 3.000 | 150.00 | 1 2 3 4 |
76.000 124.900 118.660 125.000 |
3106005 | PRIME COAT (AE - P) | GAL | 775.000 | 7.50 | 1 2 3 4 |
7.000 12.030 10.250 7.910 |
3446048 | SUPERPAVE MIXTURES SP - C SAC - B PG70 - | TON | 7151.000 | 160.00 | 1 2 3 4 |
131.000 168.250 176.430 140.000 |
3446050 | SUPERPAVE MIXTURES SP - C PG70 - 22 | TON | 7900.000 | 200.00 | 1 2 3 4 |
139.000 139.510 175.420 180.000 |
3546045 | PLANE ASPH CONC PAV (2") | SY | 21120.000 | 2.00 | 1 2 3 4 |
2.500 3.590 2.070 1.090 |
3546048 | PLANE ASPH CONC PAV (3") | SY | 31319.000 | 2.50 | 1 2 3 4 |
3.750 7.610 4.900 8.300 |
3546049 | PLANE ASPH CONC PAV (6") | SY | 25081.000 | 3.00 | 1 2 3 4 |
12.000 9.020 12.500 15.830 |
5006001 | MOBILIZATION | LS | 1.000 | 299000.00 | 1 2 3 4 |
288792.030 279500.000 138467.690 370100.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 15000.00 | 1 2 3 4 |
10000.000 37408.150 6154.720 15000.000 |
6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 3006.000 | 2.00 | 1 2 3 4 |
2.000 2.270 1.630 2.000 |
6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 435.000 | 2.00 | 1 2 3 4 |
2.000 2.260 1.650 2.000 |
6666036 | REFL PAV MRK TY I (W) 8" (SLD) (100MIL) | LF | 706.000 | 1.00 | 1 2 3 4 |
1.550 1.870 1.670 1.650 |
6666300 | RE PM W / RET REQ TY I (W) 4" (BRK) (100 | LF | 9629.000 | 0.50 | 1 2 3 4 |
0.650 0.940 0.670 0.660 |
6666303 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 46427.000 | 0.50 | 1 2 3 4 |
0.550 0.940 0.560 0.550 |
6666312 | RE PM W / RET REQ TY I (Y) 4" (BRK) (100 | LF | 50.000 | 0.50 | 1 2 3 4 |
1.250 0.940 1.340 1.320 |
6666315 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 7178.000 | 0.50 | 1 2 3 4 |
0.600 0.940 0.610 0.610 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 910.000 | 15.00 | 1 2 3 4 |
15.500 26.400 16.710 16.500 |
6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 7.000 | 275.00 | 1 2 3 4 |
230.000 275.000 245.030 242.000 |
6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 5.000 | 325.00 | 1 2 3 4 |
275.000 385.000 278.450 275.000 |
6686092 | PREFAB PAV MRK TY C (W) (36") (YLD TRI) | EA | 12.000 | 50.00 | 1 2 3 4 |
40.000 24.200 38.980 38.500 |
6726009 | REFL PAV MRKR TY II - A - A | EA | 353.000 | 3.50 | 1 2 3 4 |
5.500 5.500 5.570 5.500 |
6726010 | REFL PAV MRKR TY II - C - R | EA | 552.000 | 3.50 | 1 2 3 4 |
5.500 5.500 5.570 5.500 |