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Tabulation of Bids for Project C 141-3-62

Last Update: Friday, August 12, 2022

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The Electronic State Business Daily (ESBD), the Electronic Bidding System, and the project proposal are the official sources of advertisement and bidding information for the State and Local Lettings. Bidders should bid the project using the information found therein, including any addenda. These sources take precedence over information from other sources, including TxDOT webpages, which are unofficial and intended for informational purposes only.
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County:SUTTONLet Date:06/01/22
Type:ACP OVERLAYSeq No:3006
Time:130 WORKING DAYSProject ID:C 141-3-62
Highway:IH 10Contract #:06223006
Length:9.687CCSJ:0141-03-062
Limits: 
From:10.2 MI E OF CROCKETT COUNTY LINECheck:$100,000
To:19.9 MI E OF CROCKETT COUNTY LINEMisc Cost:
Estimate$10,015,335.76% Over/UnderCompany
Bidder 1$11,863,753.83+18.46%DELHUR INDUSTRIES, INC.
Bidder 2$11,994,693.32+19.76%ALLEN KELLER COMPANY
Bidder 3$13,194,467.27+31.74%HUNTER INDUSTRIES, LTD.
Bidder 4$13,872,515.74+38.51%RK HALL, LLC
Bidder 5$15,562,232.03+55.38%KIEWIT INFRASTRUCTURE SOUTH CO.
Bidder 6$16,314,169.55+62.89%REECE ALBERT, INC.
Item CodeDescriptionUnitQuantityUnit Est.BidderUnit Bid
1346002BACKFILL (TY B)STA1,097.000120.001
2
3
4
5
6
240.000
63.000
209.700
98.500
100.000
165.710
3146009001EMULS ASPH (EROSN CONT)(MULTI)GAL12,120.0004.001
2
3
4
5
6
4.380
5.200
4.790
4.660
6.790
9.610
3156004001FOG SEAL (CSS-1H)GAL1,870.0003.001
2
3
4
5
6
3.645
8.150
7.740
9.400
4.670
7.650
3166017002ASPH (AC-20-5TR)GAL155,190.0003.251
2
3
4
5
6
4.695
4.400
5.260
5.150
5.660
5.560
3166224002AGGR(TY-PB GR-4 SAC-B)CY3,898.000100.001
2
3
4
5
6
146.340
130.000
129.810
127.840
146.810
134.930
3516008FLEXIBLE PAVEMENT STRUCTURE REPAIR(12")SY2,800.00071.001
2
3
4
5
6
87.905
80.000
107.490
145.390
169.380
147.760
3546020PLANE ASPH CONC PAV(0" TO 1")SY634.0003.001
2
3
4
5
6
1.196
2.000
3.470
16.060
2.470
2.500
3546021PLANE ASPH CONC PAV(0" TO 2")SY12,637.0006.581
2
3
4
5
6
1.049
2.000
2.390
7.880
2.590
2.810
3546043PLANE ASPH CONC PAV (1")SY43,978.0001.301
2
3
4
5
6
0.513
2.000
2.390
1.670
0.960
2.300
3546045PLANE ASPH CONC PAV (2")SY3,069.0002.201
2
3
4
5
6
0.681
2.000
2.390
10.210
2.650
3.490
3546048PLANE ASPH CONC PAV (3")SY24,735.0002.001
2
3
4
5
6
0.933
3.000
2.930
3.300
1.670
3.620
3546057PLANE ASPH CONC PAV (4")SY312.0002.801
2
3
4
5
6
2.771
4.000
7.790
23.010
3.020
8.610
3546089PLANE ASPH CONC PAV(1" TO 2")SY2,470.0005.251
2
3
4
5
6
1.196
2.000
3.470
6.640
2.100
2.580
3546107PLANE ASPH CONC PAV (3" TO 4")SY936.0005.251
2
3
4
5
6
6.747
4.000
6.780
18.860
2.890
7.270
4386009CLEANING EXISTING JOINTSLF320.00018.001
2
3
4
5
6
36.750
27.000
12.170
25.300
23.710
13.380
4546007HEADER TYPE EXPANSION JOINTLF320.000135.001
2
3
4
5
6
162.750
145.000
120.000
136.400
137.740
159.400
5006001MOBILIZATIONLS1.000758,591.141
2
3
4
5
6
525,000.000
850,000.000
1,225,000.000
740,253.090
1,879,894.720
395,726.410
5026001008BARRICADES, SIGNS AND TRAFFIC HANDLINGMO8.00010,000.001
2
3
4
5
6
17,634.153
13,200.000
6,200.000
18,090.180
50,000.000
27,007.030
5336001RUMBLE STRIPS (SHOULDER)LF202,576.0000.151
2
3
4
5
6
0.112
0.120
0.240
0.130
0.090
0.090
6586080INSTL DEL ASSM (D-SW)SZ 1(WFLX)GNDEA12.000100.001
2
3
4
5
6
157.500
175.000
100.000
110.000
141.130
83.600
6586086INSTL DEL ASSM (D-SY)SZ 1(YFLX)GNDEA12.000142.001
2
3
4
5
6
157.500
175.000
90.000
110.000
141.130
83.600
6586092INSTL DEL ASSM (D-DW)SZ 1(WFLX)GNDEA43.00060.001
2
3
4
5
6
157.500
71.000
70.000
110.000
141.130
83.600
6626004WK ZN PAV MRK NON-REMOV (W)4"(SLD)LF209,056.0000.401
2
3
4
5
6
0.126
0.200
0.120
0.200
0.140
0.130
6626034WK ZN PAV MRK NON-REMOV (Y)4"(SLD)LF209,056.0000.271
2
3
4
5
6
0.126
0.200
0.120
0.200
0.140
0.130
6626077WK ZN PAV MRK REMOV (W)4"(SLD W/MRKR)LF5,760.0001.201
2
3
4
5
6
1.050
1.100
1.000
1.050
1.130
1.110
6626109WK ZN PAV MRK SHT TERM (TAB)TY WEA1,078.0001.001
2
3
4
5
6
1.799
1.600
1.430
9.920
2.260
2.260
6626111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA70.0000.451
2
3
4
5
6
1.799
1.150
1.430
10.170
2.260
2.320
6666035007REFL PAV MRK TY I (W)8"(SLD)(090MIL)LF5,195.0001.001
2
3
4
5
6
1.050
1.100
1.000
1.050
1.130
1.110
6666167007REFL PAV MRK TY II (W) 4" (BRK)LF27,640.0000.151
2
3
4
5
6
0.126
0.150
0.120
0.150
0.140
0.130
6666170007REFL PAV MRK TY II (W) 4" (SLD)LF108,219.0000.151
2
3
4
5
6
0.126
0.150
0.120
0.150
0.140
0.130
6666178007REFL PAV MRK TY II (W) 8" (SLD)LF5,195.0000.351
2
3
4
5
6
0.263
0.400
0.250
0.350
0.280
0.280
6666207007REFL PAV MRK TY II (Y) 4" (SLD)LF105,783.0000.151
2
3
4
5
6
0.126
0.150
0.120
0.150
0.140
0.130
6666299007RE PM W/RET REQ TY I (W)4"(BRK)(090MIL)LF27,640.0000.401
2
3
4
5
6
0.546
0.500
0.520
0.500
0.590
0.580
6666302007RE PM W/RET REQ TY I (W)4"(SLD)(090MIL)LF108,219.0000.401
2
3
4
5
6
0.525
0.500
0.500
0.500
0.560
0.560
6666314007RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL)LF105,783.0000.401
2
3
4
5
6
0.515
0.500
0.490
0.500
0.550
0.550
6686084PREFAB PAV MRK TY C (W) (NUMBER)EA3.000220.001
2
3
4
5
6
472.500
325.000
450.000
308.000
508.070
501.600
30776023SP MIXES SP-C SAC-B PG70-22TON2,940.00092.791
2
3
4
5
6
112.346
100.000
125.820
180.600
196.040
176.360
30776075TACK COATGAL1,750.0003.501
2
3
4
5
6
3.785
5.500
4.550
10.670
4.350
3.850
30806007STONE-MTRX-ASPH SMA-D SAC-A PG76-22TON52,253.000128.001
2
3
4
5
6
155.019
153.500
163.530
176.410
180.000
226.050
30806029TACK COATGAL31,180.0002.501
2
3
4
5
6
3.785
5.140
4.010
5.570
6.570
6.510
30886001CEMENTTON89.000220.001
2
3
4
5
6
0.000
0.000
0.000
0.000
0.000
0.000
30886002ASPHALT BINDER (PG 64-22)TON207.000491.461
2
3
4
5
6
0.000
0.000
0.000
0.000
0.000
0.000
30886004FOAMED ASPHALT TREAT (9")(DC)SY25,671.0002.871
2
3
4
5
6
0.000
0.000
0.000
0.000
0.000
0.000
60016001PORTABLE CHANGEABLE MESSAGE SIGNDAY200.000100.001
2
3
4
5
6
78.750
70.000
140.000
78.250
122.770
214.840
61856002002TMA (STATIONARY)DAY194.000150.001
2
3
4
5
6
168.000
180.000
160.000
242.700
613.870
282.040
61856005002TMA (MOBILE OPERATION)DAY90.000200.001
2
3
4
5
6
1,080.000
1,000.000
250.000
535.630
1,077.930
773.020
30896002CEMENTTON89.000220.001
2
3
4
5
6
262.500
250.000
270.000
307.290
331.480
316.570
30896003EMULSIONGAL35,168.0000.901
2
3
4
5
6
3.759
5.500
4.250
4.230
4.790
5.270
30896011EMUL TRTMNT (MX EXST MTRL) 9"SY25,671.0005.601
2
3
4
5
6
3.048
3.500
5.670
7.140
2.500
3.690
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