Tabulation of Bids for Project NH 1702(151)
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County: | HARRISON | Let Date: | 05/03/17 |
Type: | PLANE ACP, ACP SURF, & PAV MARK | Seq No: | 3239 |
Time: | 60 WORKING DAYS | Project ID: | NH 1702(151) |
Highway: | US 59 | Contract #: | 05173239 |
Length: | 6.996 | CCSJ: | 0063-01-088 |
Limits: | |||
From: | 0.2 MI. S. OF IH 20 | Check: | $100,000 |
To: | FM 1186 | Misc Cost: | $40,000.00 |
Estimate | $6,633,457.32 | % Over/Under | Company |
Bidder 1 | $5,342,972.79 | -19.45% | MADDEN CONTRACTING COMPANY, LLC. |
Bidder 2 | $5,903,973.20 | -11.00% | DREWERY CONSTRUCTION COMPANY, INCORPORATED |
Bidder 3 | $6,495,579.65 | -2.08% | LONGVIEW BRIDGE AND ROAD, LTD. |
Bidder 4 | $7,197,581.30 | +8.50% | EAST TEXAS BRIDGE, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1346003 | BACKFILL (TY C) | STA | 703.310 | 375.00 | 1 2 3 4 | 330.000 150.000 325.000 400.000 |
1646054 | BOND FBR MTRX SEED (PERM)(RURAL)(SAND) | SY | 46,621.000 | 0.92 | 1 2 3 4 | 0.860 1.000 0.950 1.000 |
1686001 | VEGETATIVE WATERING | MG | 745.900 | 8.00 | 1 2 3 4 | 5.000 10.000 16.000 30.000 |
3446063 | SUPERPAVE MIXTURES SP-C SAC-A PG76-22 | TON | 37,958.300 | 105.00 | 1 2 3 4 | 102.500 105.000 104.000 113.000 |
3516004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") | SY | 5,358.000 | 62.00 | 1 2 3 4 | 55.250 95.000 80.000 90.000 |
3516012 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(2") | SY | 9,356.000 | 60.00 | 1 2 3 4 | 14.000 36.000 25.000 40.000 |
3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 18,166.000 | 2.50 | 1 2 3 4 | 0.010 2.500 4.800 3.500 |
3546045 | PLANE ASPH CONC PAV (2") | SY | 51,384.000 | 2.50 | 1 2 3 4 | 3.500 1.750 3.700 3.500 |
3566007 | ASPH BINDER(PG 64-22) | GAL | 53,791.000 | 1.00 | 1 2 3 4 | 2.150 0.750 2.300 5.000 |
3566017 | FABRIC | SY | 215,163.000 | 1.50 | 1 2 3 4 | 0.500 2.000 2.450 2.000 |
5006001 | MOBILIZATION | LS | 1.000 | 600,000.00 | 1 2 3 4 | 168,000.000 75,000.000 440,000.000 450,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 4.000 | 3,000.00 | 1 2 3 4 | 1,700.000 5,000.000 4,500.000 10,000.000 |
5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 143,581.000 | 0.40 | 1 2 3 4 | 0.105 0.150 0.120 0.300 |
6586001 | INSTL DEL ASSM (D-SW)SZ 1(FLX)GND | EA | 96.000 | 60.00 | 1 2 3 4 | 100.000 48.000 60.000 85.000 |
6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 18,620.000 | 0.30 | 1 2 3 4 | 0.130 0.150 0.160 0.200 |
6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 72,833.000 | 0.30 | 1 2 3 4 | 0.130 0.150 0.160 0.200 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 70,748.000 | 0.30 | 1 2 3 4 | 0.130 0.150 0.160 0.200 |
6626112 | WK ZN PAV MRK SHT TERM RMV (W)(4") | LF | 18,620.000 | 1.25 | 1 2 3 4 | 0.500 1.000 1.000 1.500 |
6626113 | WK ZN PAV MRK SHT TERM RMV (Y)(4") | LF | 8,184.000 | 1.25 | 1 2 3 4 | 0.500 1.000 1.000 1.500 |
6666178 | REFL PAV MRK TY II (W) 8" (SLD) | LF | 1,540.000 | 0.35 | 1 2 3 4 | 0.500 1.000 1.100 1.100 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 1,581.000 | 12.00 | 1 2 3 4 | 11.000 12.500 13.200 13.500 |
6726007 | REFL PAV MRKR TY I-C | EA | 102.000 | 3.00 | 1 2 3 4 | 4.200 4.250 4.400 4.500 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 205.000 | 2.50 | 1 2 3 4 | 4.200 4.250 4.400 4.500 |
6726010 | REFL PAV MRKR TY II-C-R | EA | 983.000 | 3.25 | 1 2 3 4 | 4.200 3.800 4.000 4.000 |
61496016 | REFL PAV MRK AWT (W) (6")(SLD)(125 MIL) | LF | 72,833.000 | 0.65 | 1 2 3 4 | 0.520 0.650 0.660 0.700 |
61496017 | REFL PAV MRK AWT (W) (6")(BRK)(125 MIL) | LF | 18,620.000 | 0.80 | 1 2 3 4 | 0.650 0.700 0.750 0.750 |
61496022 | REFL PAV MRK AWT (Y) (6")(SLD)(125 MIL) | LF | 71,559.000 | 0.65 | 1 2 3 4 | 0.520 0.650 0.660 0.700 |
61496023 | REFL PAV MRK AWT (Y) (6")(BRK)(125 MIL) | LF | 2,046.000 | 0.80 | 1 2 3 4 | 0.650 0.700 0.750 0.750 |