Tabulation of Bids for Project STP 2014(418)

Last Update: Wednesday, February 5, 2014
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County: WHARTON Let Date: 02/05/14
Type: ACP OVERLAY Seq No: 3226
Time: 60 WORKING DAYS Project ID: STP 2014(418)
Highway: FM 1301 Contract #: 02143226
Length: 14.138 CCSJ: 1412-03-039
Limits:  
From: 0.1 MI. E. OF ALABAMA RD IN WHARTON Check: $44,000.00
To: 0.1 MI. E. OF FM 442 Misc Cost: $1,000.00
Estimate $2,183,268.80 % Over/Under Company
Bidder 1 $1,948,403.88 -10.76% JAMES CONSTRUCTION GROUP, L.L.C.
Bidder 2 $2,026,792.91 -7.17% ANGEL BROTHERS ENTERPRISES, LTD.
Bidder 3 $2,140,609.93 -1.95% DURWOOD GREENE CONSTRUCTION CO.
Bidder 4 $2,261,606.25 +3.59% HUNTER INDUSTRIES, LTD.
Bidder 5 $2,284,834.91 +4.65% REXCO CONSTRUCTION SERVICES, INC.
Item Code Description Unit Quantity Unit Est. Bidder Unit Bid
1342004 BACKFILL (TY A OR B) STA 457.570 110.00 1
2
3
4
5
95.000
160.000
175.000
91.500
137.000
1502002 BLADING HR 10.000 90.00 1
2
3
4
5
50.000
100.000
60.000
91.200
95.000
3102016 PRIME COAT (RC - 250) GAL 7626.000 4.00 1
2
3
4
5
3.700
2.500
4.000
4.410
4.060
3162576016 ASPH (AC - 10 - 2TR OR AC - 15P) GAL 57219.000 4.00 1
2
3
4
5
3.150
3.400
3.500
3.510
3.250
3162582016 AGGR (TY - PB GR - 4) CY 1632.000 90.00 1
2
3
4
5
85.000
106.000
85.000
79.420
92.820
3542041 PLANE ASPH CONC PAV (1.5") SY 2175.000 1.00 1
2
3
4
5
1.500
4.000
3.500
2.030
2.140
3542057 PLANE ASPH CONC PAV (4") SY 2567.000 2.00 1
2
3
4
5
1.500
4.000
4.000
2.560
1.820
3612023001 FULL - DEPTH REPAIR CPJR (12") SY 303.000 150.00 1
2
3
4
5
204.000
220.000
145.000
214.000
340.280
5002001011 MOBILIZATION LS 1.000 203800.00 1
2
3
4
5
70000.000
96000.000
70000.000
211081.740
189224.000
5022001033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 3000.00 1
2
3
4
5
2100.000
2000.000
2000.000
2077.980
1775.500
5332006014 SHOULDER TEXTURING (MILLED) (ASPHALT) LF 88800.000 0.15 1
2
3
4
5
0.100
0.120
0.120
0.090
0.110
6622113 WK ZN PAV MRK SHT TERM (TAB) TY W EA 75.000 1.30 1
2
3
4
5
0.500
0.650
2.000
2.010
1.060
6622115 WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 EA 5692.000 1.00 1
2
3
4
5
0.500
1.300
2.000
1.000
1.060
6662035 REFL PAV MRK TY I (W) 8" (SLD) (090MIL) LF 1192.000 0.80 1
2
3
4
5
0.690
0.730
0.690
0.690
1.060
6682104 PREFAB PAV MRK TY C (W) (18") (SLD) LF 48.000 9.00 1
2
3
4
5
12.000
13.000
12.000
12.000
9.060
6682105 PREFAB PAV MRK TY C (W) (24") (SLD) LF 63.000 12.00 1
2
3
4
5
16.000
17.000
16.000
16.000
12.470
6682106 PREFAB PAV MRK TY C (W) (ARROW) EA 6.000 200.00 1
2
3
4
5
250.000
265.000
250.000
250.000
204.330
6682116 PREFAB PAV MRK TY C (W) (WORD) EA 6.000 265.00 1
2
3
4
5
450.000
475.000
450.000
450.000
278.190
6722012034 REFL PAV MRKR TY I - C EA 68.000 3.50 1
2
3
4
5
3.100
3.250
3.100
3.100
3.290
6722015034 REFL PAV MRKR TY II - A - A EA 1332.000 3.00 1
2
3
4
5
3.100
3.250
3.100
3.100
3.250
32682040 D - GR HMA TY - D PG64 - 22 TON 1000.000 70.00 1
2
3
4
5
78.000
82.000
79.000
81.550
83.000
32682042 D - GR HMA TY - D SAC - B PG70 - 22 TON 17265.000 73.00 1
2
3
4
5
71.000
68.000
78.000
78.780
77.500
32682048 D - GR HMA TY - D SAC - B PG76 - 22 TON 575.000 75.00 1
2
3
4
5
74.000
82.000
84.000
84.210
82.500
53692001 CENTERLINE TEXTURING STA 444.000 20.00 1
2
3
4
5
14.000
14.000
20.000
22.500
15.300
82512002005 RE PM W / RET REQ TY I (W) 4" (BRK) (090 LF 150.000 0.35 1
2
3
4
5
0.470
0.500
0.470
0.470
0.370
82512005005 RE PM W / RET REQ TY I (W) 4" (SLD) (090 LF 98168.000 0.35 1
2
3
4
5
0.260
0.280
0.260
0.260
0.320
82512014005 RE PM W / RET REQ TY I (Y) 4" (BRK) (090 LF 10723.000 0.35 1
2
3
4
5
0.260
0.280
0.260
0.260
0.330
82512017005 RE PM W / RET REQ TY I (Y) 4" (SLD) (090 LF 24079.000 0.35 1
2
3
4
5
0.260
0.280
0.260
0.260
0.330