Tabulation of Bids for Project STP 2017(258)
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County: | DEWITT | Let Date: | 11/03/16 |
Type: | PAVEMENT REPAIR AND RESURFACING | Seq No: | 3005 |
Time: | 60 WORKING DAYS | Project ID: | STP 2017(258) |
Highway: | SH 119 | Contract #: | 11163005 |
Length: | 7.065 | CCSJ: | 0359-01-030 |
Limits: | |||
From: | 0.038 MI. SOUTH OF SH 72 | Check: | $40,000.00 |
To: | GOLIAD C/L | Misc Cost: | $1,000.00 |
Estimate | $1,994,619.60 | % Over/Under | Company |
Bidder 1 | $1,750,008.32 | -12.26% | DEAN WORD COMPANY, LTD. |
Bidder 2 | $1,782,542.90 | -10.63% | ANGEL BROTHERS HOLDINGS CORP. |
Bidder 3 | $1,784,105.48 | -10.55% | LONE STAR PAVING COMPANY |
Bidder 4 | $1,824,973.93 | -8.51% | HUNTER INDUSTRIES, LTD. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1346004 | BACKFILL (TY A OR B) | STA | 353.740 | 250.00 | 1 2 3 4 |
143.144 120.000 175.000 117.450 |
1506002 | BLADING | HR | 10.000 | 100.00 | 1 2 3 4 |
123.387 75.000 115.000 79.800 |
3106012 | PRIME COAT (RC - 250) | GAL | 5896.000 | 4.25 | 1 2 3 4 |
3.075 2.800 3.000 4.590 |
3166249 | AGGR (TY - PE GR - 4 SAC - B) | CY | 999.000 | 90.00 | 1 2 3 4 |
78.569 113.000 65.000 70.230 |
3166400 | ASPH (AC - 15P OR AC - 10 - 2TR OR CRS - | GAL | 44156.000 | 3.00 | 1 2 3 4 |
2.481 2.450 3.000 2.690 |
3416039 | D - GR HMA TY - D SAC - B PG64 - 22 | TON | 7211.000 | 70.00 | 1 2 3 4 |
64.584 68.000 69.000 66.720 |
3416042 | D - GR HMA TY - D SAC - B PG70 - 22 | TON | 10799.000 | 72.50 | 1 2 3 4 |
61.954 68.000 69.000 69.690 |
3516004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") | SY | 1000.000 | 60.00 | 1 2 3 4 |
58.099 41.000 42.000 42.450 |
3546041 | PLANE ASPH CONC PAV (1.5") | SY | 1508.000 | 3.00 | 1 2 3 4 |
8.694 3.100 6.380 2.560 |
3546064 | PLANE ASPH CONC PAV (2 1 / 2") | SY | 2222.000 | 4.00 | 1 2 3 4 |
6.865 3.100 8.000 2.560 |
5006001 | MOBILIZATION | LS | 1.000 | 180700.00 | 1 2 3 4 |
165079.514 136500.000 100000.000 181167.610 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 4.000 | 3000.00 | 1 2 3 4 |
3905.106 850.000 1200.000 2405.630 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 34982.000 | 0.25 | 1 2 3 4 |
0.178 0.200 0.160 0.180 |
6626004 | WK ZN PAV MRK NON - REMOV (W) 4" (SLD) | LF | 149212.000 | 0.15 | 1 2 3 4 |
0.094 0.090 0.100 0.090 |
6626032 | WK ZN PAV MRK NON - REMOV (Y) 4" (BRK) | LF | 16800.000 | 0.20 | 1 2 3 4 |
0.167 0.160 0.170 0.160 |
6626034 | WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) | LF | 120408.000 | 0.15 | 1 2 3 4 |
0.136 0.130 0.140 0.130 |
6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 8286.000 | 1.50 | 1 2 3 4 |
1.214 0.850 1.050 1.600 |
6666302 | RE PM W / RET REQ TY I (W) 4" (SLD) (090 | LF | 74606.000 | 0.30 | 1 2 3 4 |
0.303 0.290 0.300 0.290 |
6666311 | RE PM W / RET REQ TY I (Y) 4" (BRK) (090 | LF | 5600.000 | 0.30 | 1 2 3 4 |
0.303 0.290 0.300 0.290 |
6666314 | RE PM W / RET REQ TY I (Y) 4" (SLD) (090 | LF | 39606.000 | 0.30 | 1 2 3 4 |
0.303 0.290 0.300 0.290 |
6686075 | PREFAB PAV MRK TY C (W) (18") (SLD) | LF | 30.000 | 12.00 | 1 2 3 4 |
16.720 16.000 17.000 16.000 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 22.000 | 15.00 | 1 2 3 4 |
22.990 22.000 23.000 22.000 |
6726009 | REFL PAV MRKR TY II - A - A | EA | 776.000 | 3.00 | 1 2 3 4 |
4.180 4.000 4.100 4.000 |