Tabulation of Bids for Project NH 2013(591)

Last Update: Thursday, March 5, 2015
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County: GONZALES Let Date: 03/05/15
Type: ACP OVERLAY Seq No: 3015
Time: 30 WORKING DAYS Project ID: NH 2013(591)
Highway: US 183 Contract #: 03153015
Length: 5.367 CCSJ: 0153-02-039
Limits:  
From: BU 183 NORTH Check: $31,000.00
To: GUADALUPE RIVER Misc Cost: $11,000.00
Estimate $1,565,347.25 % Over/Under Company
Bidder 1 $1,398,785.73 -10.64% DEAN WORD COMPANY, LTD.
Bidder 2 $1,448,033.12 -7.49% HUNTER INDUSTRIES, LTD.
Bidder 3 $1,604,823.95 +2.52% LONE STAR PAVING COMPANY
Bidder 4 $1,681,804.05 +7.44% ANGEL BROTHERS ENTERPRISES, LTD.
Bidder 5 $1,865,652.49 +19.18% RAMMING PAVING COMPANY
Item Code Description Unit Quantity Unit Est. Bidder Unit Bid
1346002 BACKFILL (TY B) STA 82.450 100.00 1
2
3
4
5
133.236
106.050
190.000
190.000
149.000
1506002 BLADING HR 20.000 90.00 1
2
3
4
5
109.525
79.800
115.000
115.000
375.000
3106012 PRIME COAT (RC - 250) GAL 1375.000 4.25 1
2
3
4
5
4.685
4.360
4.200
5.500
6.000
3166001 ASPH (MULTI OPTION) GAL 50734.000 3.80 1
2
3
4
5
3.137
3.730
3.000
3.300
3.850
3166249 AGGR (TY - PE GR - 4 SAC - B) CY 1148.000 70.00 1
2
3
4
5
75.778
56.820
120.000
98.000
160.000
3416042 D - GR HMA TY - D SAC - B PG70 - 22 TON 12830.000 75.00 1
2
3
4
5
65.829
66.460
77.000
77.000
91.000
3516004 FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") SY 400.000 45.00 1
2
3
4
5
68.204
32.970
45.000
59.000
79.000
3546021 PLANE ASPH CONC PAV (0" TO 2") SY 42782.000 1.20 1
2
3
4
5
1.493
0.960
0.900
2.000
2.000
3566021 PAV JT UNDERSEAL (24") LF 272.000 25.00 1
2
3
4
5
18.540
37.000
40.000
18.000
50.000
4386005 CLEANING AND SEALING JOINTS LF 2788.000 15.00 1
2
3
4
5
11.845
14.650
23.000
10.000
24.000
5006001 MOBILIZATION LS 1.000 120000.00 1
2
3
4
5
79020.737
141911.050
100000.000
161000.000
11500.000
5026001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 2.000 2500.00 1
2
3
4
5
3603.216
1482.600
2000.000
6000.000
6000.000
6626001 WK ZN PAV MRK NON - REMOV (W) 4" (BRK) LF 5819.000 0.25 1
2
3
4
5
0.670
0.650
0.650
0.350
0.750
6626034 WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) LF 2852.000 0.25 1
2
3
4
5
0.670
0.650
0.650
0.350
0.750
6626109 WK ZN PAV MRK SHT TERM (TAB) TY W EA 5312.000 1.20 1
2
3
4
5
1.181
1.550
0.800
0.900
1.500
6626111 WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 EA 3758.000 1.20 1
2
3
4
5
1.181
1.550
0.800
0.900
1.500
6666035 REFL PAV MRK TY I (W) 8" (SLD) (090MIL) LF 1821.000 1.00 1
2
3
4
5
0.700
0.680
0.680
0.550
0.580
6666299 RE PM W / RET REQ TY I (W) 4" (BRK) (090 LF 8851.000 0.35 1
2
3
4
5
0.371
0.360
0.360
0.300
0.290
6666302 RE PM W / RET REQ TY I (W) 4" (SLD) (090 LF 19149.000 0.35 1
2
3
4
5
0.371
0.360
0.360
0.300
0.290
6666311 RE PM W / RET REQ TY I (Y) 4" (BRK) (090 LF 5830.000 0.35 1
2
3
4
5
0.371
0.360
0.360
0.300
0.290
6666314 RE PM W / RET REQ TY I (Y) 4" (SLD) (090 LF 40514.000 0.35 1
2
3
4
5
0.340
0.330
0.330
0.300
0.290
6686074 PREFAB PAV MRK TY C (W) (12") (SLD) LF 888.000 9.00 1
2
3
4
5
6.180
6.000
6.000
7.650
5.650
6686076 PREFAB PAV MRK TY C (W) (24") (SLD) LF 1438.000 10.00 1
2
3
4
5
10.743
10.430
10.430
14.900
8.000
6686077 PREFAB PAV MRK TY C (W) (ARROW) EA 4.000 200.00 1
2
3
4
5
193.640
188.000
188.000
290.000
295.000
6686108 PREFAB PAV MRK TY C (Y) (24") (SLD) LF 180.000 10.00 1
2
3
4
5
10.743
10.430
10.430
14.500
20.000
6726007 REFL PAV MRKR TY I - C EA 535.000 3.25 1
2
3
4
5
3.317
3.220
3.220
4.350
3.650
6726009 REFL PAV MRKR TY II - A - A EA 1076.000 3.25 1
2
3
4
5
3.203
3.110
3.110
4.350
3.650