Tabulation of Bids for Project STP 2017(174)
Last Update: Wednesday, October 5, 2016
| Text version of this page | |||
| County: | LAVACA | Let Date: | 10/05/16 |
| Type: | ACP OVERLAY | Seq No: | 3014 |
| Time: | 60 WORKING DAYS | Project ID: | STP 2017(174) |
| Highway: | SH 95 | Contract #: | 10163014 |
| Length: | 13.212 | CCSJ: | 0324-02-024 |
| Limits: | |||
| From: | FROM FAYETTE COUNTY LINE | Check: | $76,000.00 |
| To: | 0.020 MI. NORTH OF CR298 (CSJ BREAK | Misc Cost: | $1,000.00 |
| Estimate | $3,803,959.17 | % Over/Under | Company |
| Bidder 1 | $3,147,885.71 | -17.25% | HUNTER INDUSTRIES, LTD. |
| Bidder 2 | $3,332,921.54 | -12.38% | DEAN WORD COMPANY, LTD. |
| Bidder 3 | $3,347,643.87 | -12.00% | ANGEL BROTHERS HOLDINGS CORP. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1126001 | SUBGRADE WIDENING (ORD COMP) | STA | 10.500 | 500.00 | 1 2 3 |
561.000 1267.860 368.000 |
| 1326021 | EMBANKMENT (VEHICLE) (ORD COMP) (TY C) | CY | 310.000 | 30.00 | 1 2 3 |
25.230 22.630 49.000 |
| 1346004 | BACKFILL (TY A OR B) | STA | 591.350 | 150.00 | 1 2 3 |
117.450 142.499 102.000 |
| 1506002 | BLADING | HR | 20.000 | 100.00 | 1 2 3 |
75.240 115.538 75.000 |
| 3106012 | PRIME COAT (RC - 250) | GAL | 9857.000 | 4.25 | 1 2 3 |
4.050 3.304 2.700 |
| 3166249 | AGGR (TY - PE GR - 4 SAC - B) | CY | 2216.000 | 85.00 | 1 2 3 |
64.430 82.449 55.000 |
| 3166400 | ASPH (AC - 15P OR AC - 10 - 2TR OR CRS - | GAL | 97926.000 | 3.25 | 1 2 3 |
2.780 2.369 2.300 |
| 3416039 | D - GR HMA TY - D SAC - B PG64 - 22 | TON | 4259.000 | 74.00 | 1 2 3 |
63.390 66.970 73.000 |
| 3416042 | D - GR HMA TY - D SAC - B PG70 - 22 | TON | 27426.000 | 75.00 | 1 2 3 |
61.980 67.688 68.000 |
| 3416076 | D - GR HMA TY B SAC - B PG (64 - 22) | TON | 1119.000 | 74.00 | 1 2 3 |
62.520 75.808 84.000 |
| 3516004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") | SY | 1000.000 | 55.00 | 1 2 3 |
42.290 61.294 48.000 |
| 3516013 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (4") | SY | 700.000 | 26.00 | 1 2 3 |
24.370 50.463 29.000 |
| 3546021 | PLANE ASPH CONC PAV (0" TO 2") | SY | 43977.000 | 2.00 | 1 2 3 |
1.340 1.592 2.000 |
| 4386001 | CLEANING AND SEALING EXISTING JOINTS | LF | 912.000 | 22.00 | 1 2 3 |
28.570 33.280 30.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 343000.00 | 1 2 3 |
283460.930 181797.680 286000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 4.000 | 3000.00 | 1 2 3 |
2727.090 4130.270 2900.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 113060.000 | 0.20 | 1 2 3 |
0.130 0.169 0.130 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 56530.000 | 0.20 | 1 2 3 |
0.170 0.245 0.150 |
| 6446076 | REMOVE SM RD SN SUP & AM | EA | 9.000 | 90.00 | 1 2 3 |
100.000 108.000 130.000 |
| 6626032 | WK ZN PAV MRK NON - REMOV (Y) 4" (BRK) | LF | 29322.000 | 0.20 | 1 2 3 |
0.110 0.218 0.210 |
| 6626034 | WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) | LF | 122304.000 | 0.20 | 1 2 3 |
0.110 0.218 0.210 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 14912.000 | 1.50 | 1 2 3 |
1.600 1.304 1.200 |
| 6666302 | RE PM W / RET REQ TY I (W) 4" (SLD) (090 | LF | 139602.000 | 0.30 | 1 2 3 |
0.270 0.291 0.280 |
| 6666311 | RE PM W / RET REQ TY I (Y) 4" (BRK) (090 | LF | 14661.000 | 0.32 | 1 2 3 |
0.280 0.302 0.290 |
| 6666314 | RE PM W / RET REQ TY I (Y) 4" (SLD) (090 | LF | 61152.000 | 0.30 | 1 2 3 |
0.280 0.291 0.280 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 48.000 | 15.00 | 1 2 3 |
20.000 14.560 14.000 |
| 6726009 | REFL PAV MRKR TY II - A - A | EA | 1499.000 | 4.00 | 1 2 3 |
2.770 4.680 4.500 |
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