Tabulation of Bids for Project STP 2016(604)
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County: | GONZALES | Let Date: | 12/02/15 |
Type: | ACP OVERLAY | Seq No: | 3039 |
Time: | 30 WORKING DAYS | Project ID: | STP 2016(604) |
Highway: | SH 97 | Contract #: | 12153039 |
Length: | 14.940 | CCSJ: | 0347-02-030 |
Limits: | |||
From: | 0.25 MI WEST OF FM 1682 | Check: | $46,000.00 |
To: | SH 80 | Misc Cost: | $1,500.00 |
Estimate | $2,298,442.15 | % Over/Under | Company |
Bidder 1 | $2,265,659.38 | -1.43% | DEAN WORD COMPANY, LTD. |
Bidder 2 | $2,334,066.52 | +1.55% | LONE STAR PAVING COMPANY |
Bidder 3 | $2,346,638.58 | +2.10% | HUNTER INDUSTRIES, LTD. |
Bidder 4 | $2,382,465.97 | +3.66% | ANGEL BROTHERS HOLDINGS CORP. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1346001 | BACKFILL (TY A) | STA | 468.200 | 250.00 | 1 2 3 4 |
191.053 200.000 459.400 315.000 |
1506002 | BLADING | HR | 10.000 | 100.00 | 1 2 3 4 |
124.200 100.000 114.000 100.000 |
3106012 | PRIME COAT (RC - 250) | GAL | 7803.000 | 4.50 | 1 2 3 4 |
3.828 3.800 5.340 3.790 |
3416039 | D - GR HMA TY - D SAC - B PG64 - 22 | TON | 8541.000 | 72.00 | 1 2 3 4 |
67.537 80.000 65.840 77.650 |
3416042 | D - GR HMA TY - D SAC - B PG70 - 22 | TON | 16309.000 | 70.00 | 1 2 3 4 |
70.718 75.000 69.510 73.200 |
3516006 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (10") | SY | 1425.000 | 70.00 | 1 2 3 4 |
62.970 70.000 62.720 64.000 |
5006001 | MOBILIZATION | LS | 1.000 | 200000.00 | 1 2 3 4 |
226031.124 120000.000 204250.950 172800.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 2.000 | 3000.00 | 1 2 3 4 |
8711.054 1800.000 2973.360 5000.000 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 48370.000 | 0.25 | 1 2 3 4 |
0.194 0.280 0.340 0.160 |
6626032 | WK ZN PAV MRK NON - REMOV (Y) 4" (BRK) | LF | 20620.000 | 0.15 | 1 2 3 4 |
0.156 0.150 0.160 0.160 |
6626034 | WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) | LF | 68980.000 | 0.15 | 1 2 3 4 |
0.156 0.150 0.160 0.160 |
6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 9636.000 | 1.40 | 1 2 3 4 |
1.276 0.900 1.700 0.900 |
6666035 | REFL PAV MRK TY I (W) 8" (SLD) (090MIL) | LF | 140.000 | 1.00 | 1 2 3 4 |
2.496 2.400 2.520 2.450 |
6666302 | RE PM W / RET REQ TY I (W) 4" (SLD) (090 | LF | 98880.000 | 0.28 | 1 2 3 4 |
0.291 0.280 0.290 0.250 |
6666311 | RE PM W / RET REQ TY I (Y) 4" (BRK) (090 | LF | 10310.000 | 0.28 | 1 2 3 4 |
0.312 0.300 0.320 0.320 |
6666314 | RE PM W / RET REQ TY I (Y) 4" (SLD) (090 | LF | 34960.000 | 0.28 | 1 2 3 4 |
0.302 0.290 0.300 0.320 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 20.000 | 15.00 | 1 2 3 4 |
15.600 15.000 15.750 15.250 |
6726007 | REFL PAV MRKR TY I - C | EA | 7.000 | 10.00 | 1 2 3 4 |
8.320 8.000 8.400 8.150 |
6726009 | REFL PAV MRKR TY II - A - A | EA | 939.000 | 3.25 | 1 2 3 4 |
2.995 2.880 3.020 2.900 |