Tabulation of Bids for Project NH 1802(032)

Last Update: Tuesday, October 02, 2018
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County:JASPERLet Date:07/11/18
Type:OVERLAY EXISTING ROADWAYSeq No:3209
Time:171 WORKING DAYSProject ID:NH 1802(032)
Highway:US 96Contract #:07183209
Length:18.849CCSJ:0064-08-057
Limits: 
From:0.642 MI N OF RE 255 SOUTHCheck:$100,000
To:US 190Misc Cost:$280,000.00
Estimate$10,834,991.70% Over/UnderCompany
Bidder 1$11,208,278.55+3.45%OLDCASTLE MATERIALS TEXAS, INC.
Bidder 2$13,808,228.71+27.44%DREWERY CONSTRUCTION COMPANY, INCORPORATED
Bidder 3$13,999,946.35+29.21%JOHNSON BROS. CORPORATION, A SOUTHLAND COMPANY
Item CodeDescriptionUnitQuantityUnit Est.BidderUnit Bid
1046021REMOVING CONC (CURB)LF500.0004.001
2
3
7.150
30.000
6.500
1346002BACKFILL (TY B)STA237.410250.001
2
3
280.000
500.000
100.000
3106005PRIME COAT (AE-P)GAL12,663.0004.001
2
3
2.900
3.000
3.000
3406246D-GR HMA (SQ) TY-D PG64_22(LEVEL-UP)TON5,860.000100.001
2
3
95.000
125.000
127.000
3466037STONE-MTRX-ASPH SMAR-C SAC-ATON52,531.000120.001
2
3
156.000
175.000
135.000
3516028FLEX PAVE STRUCTURE REPAIR (8"-10")SY500.000100.001
2
3
133.000
150.000
120.000
3546045PLANE ASPH CONC PAV (2")SY401,745.0002.001
2
3
1.600
1.250
3.000
3616053FULL - DEPTH REPAIR CPCD (8"-14")SY2,000.000200.001
2
3
252.000
255.000
800.000
5006001MOBILIZATIONLS1.0001,000,000.001
2
3
387,000.000
1,100,000.000
1,000,000.000
5026001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO12.0003,500.001
2
3
2,125.000
3,500.000
7,500.000
5296001CONC CURB (TY I)LF250.00040.001
2
3
30.000
22.000
50.000
5296002CONC CURB (TY II)LF250.00040.001
2
3
32.000
25.000
60.000
5306011INTRSCT, DRVWAYS, & TURNOUT (ACP)SY24,000.00045.001
2
3
14.500
35.000
55.000
5336001RUMBLE STRIPS (SHOULDER)LF157,381.0000.201
2
3
0.300
0.250
0.300
6626001WK ZN PAV MRK NON-REMOV (W)4"(BRK)LF27,680.0000.301
2
3
0.150
0.160
0.150
6626004WK ZN PAV MRK NON-REMOV (W)4"(SLD)LF49,275.0000.301
2
3
0.390
0.410
0.390
6626012WK ZN PAV MRK NON-REMOV (W)8"(SLD)LF11,362.0000.801
2
3
0.300
0.320
0.300
6626016WK ZN PAV MRK NON-REMOV (W)24"(SLD)LF1,113.0004.001
2
3
3.000
3.180
3.000
6626017WK ZN PAV MRK NON-REMOV (W)(ARROW)EA64.00080.001
2
3
45.000
47.700
45.000
6626029WK ZN PAV MRK NON-REMOV(W)(WORD)EA8.00080.001
2
3
60.000
63.600
60.000
6626031WK ZN PAV MRK NON-REMOV(W)36"(YLD TRI)EA21.00025.001
2
3
20.000
21.200
20.000
6626032WK ZN PAV MRK NON-REMOV (Y)4"(BRK)LF8,720.0000.301
2
3
0.150
0.160
0.150
6626034WK ZN PAV MRK NON-REMOV (Y)4"(SLD)LF116,632.0000.301
2
3
0.150
0.160
0.150
6626109WK ZN PAV MRK SHT TERM (TAB)TY WEA8,723.0001.201
2
3
1.500
0.600
1.000
6626111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA3,821.0001.201
2
3
1.500
0.600
1.000
6666029007REFL PAV MRK TY I (W)8"(DOT)(090MIL)LF93.0001.501
2
3
4.000
4.240
4.000
6666035007REFL PAV MRK TY I (W)8"(SLD)(090MIL)LF11,362.0000.601
2
3
0.550
0.580
0.550
6666299007RE PM W/RET REQ TY I (W)4"(BRK)(090MIL)LF27,680.0000.401
2
3
0.250
0.290
0.270
6666302007RE PM W/RET REQ TY I (W)4"(SLD)(090MIL)LF21,475.0000.401
2
3
0.450
0.480
0.450
6666311007RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL)LF8,720.0000.401
2
3
0.300
0.320
0.300
6666314007RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL)LF116,632.0000.401
2
3
0.250
0.300
0.280
6686074PREFAB PAV MRK TY C (W) (12") (SLD)LF480.0007.001
2
3
6.000
0.640
6.000
6686076PREFAB PAV MRK TY C (W) (24") (SLD)LF1,113.00012.001
2
3
11.000
11.660
11.000
6686077PREFAB PAV MRK TY C (W) (ARROW)EA64.000250.001
2
3
170.000
180.200
170.000
6686085PREFAB PAV MRK TY C (W) (WORD)EA8.000250.001
2
3
240.000
254.400
240.000
6686092PREFAB PAV MRK TY C (W) (36")(YLD TRI)EA21.00040.001
2
3
45.000
47.700
45.000
6726007REFL PAV MRKR TY I-CEA3,431.0003.001
2
3
2.900
3.250
2.900
6726009REFL PAV MRKR TY II-A-AEA1,701.0003.001
2
3
3.000
3.250
2.900
30386001RUBBLIZING EXISTING CONCRETE PAVEMENTSY66,509.0002.001
2
3
2.150
6.000
7.910
61856001TMA (STATIONARY)EA4.00010,000.001
2
3
1.000
4,500.000
7,500.000
61856005TMA (MOBILE OPERATION)DAY50.000200.001
2
3
1.000
55.000
500.000