Tabulation of Bids for Project C 176-5-181

Last Update: Friday, March 29, 2019
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County:POLKLet Date:01/08/19
Type:PLANE, HMA & PERMEABLE FRICTION COURSESeq No:3012
Time:102 WORKING DAYSProject ID:C 176-5-181
Highway:US 59Contract #:01193012
Length:4.905CCSJ:0176-05-181
Limits: 
From:0.06 MI SOUTH OF US 287 IN CORRIGANCheck:$74,000
To:MOSCOWMisc Cost:$2,500.00
Estimate$3,683,020.50% Over/UnderCompany
Bidder 1$3,604,502.78-2.13%MOORE BROTHERS CONSTRUCTION COMPANY
Bidder 2$3,781,777.00+2.68%DREWERY CONSTRUCTION COMPANY, INCORPORATED
Bidder 3$3,933,667.73+6.81%SMITH & COMPANY
Item CodeDescriptionUnitQuantityUnit Est.BidderUnit Bid
1046001REMOVING CONC (PAV)SY1,200.000100.001
2
3
173.000
165.000
147.000
1346002BACKFILL (TY B)STA240.000125.001
2
3
206.250
250.000
454.000
1646001BROADCAST SEED (PERM) (RURAL) (SANDY)SY31,255.0000.301
2
3
0.130
0.150
0.150
1686001VEGETATIVE WATERINGMG312.60015.001
2
3
10.000
10.000
87.000
3166401AGGR (TY PE OR PL GR 4)CY1,347.000120.001
2
3
142.050
100.000
106.000
3166436ASPH (AC-15P OR AC-10-2TR)GAL51,892.0003.501
2
3
3.310
2.000
3.000
3406011001D-GR HMA(SQ) TY-B PG64-22TON990.000100.001
2
3
85.000
150.000
318.000
3406106001D-GR HMA(SQ) TY-D PG64-22TON110.000185.001
2
3
260.000
300.000
521.000
3416022001D-GR HMA TY-C PG64-22TON12,396.00090.001
2
3
90.330
95.500
81.000
3426002003PFC (ASPHALT) PG76-22TON702.000125.001
2
3
0.010
1.000
122.000
3426006003PFC-C (AGGREGATE)(PG76 MIX) SAC-ATON9,306.000125.001
2
3
128.520
140.000
122.000
3516008FLEXIBLE PAVEMENT STRUCTURE REPAIR(12")SY1,600.00075.001
2
3
83.970
85.000
105.000
3546105PLANE ASPH CONC PAV (2"-3 1/2")SY16,703.0002.001
2
3
3.030
5.000
3.000
4006005CEM STABIL BKFLCY400.000120.001
2
3
120.000
125.000
97.000
5006001MOBILIZATIONLS1.000323,885.001
2
3
170,000.000
150,717.030
86,000.000
5026001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO7.0002,500.001
2
3
3,225.000
5,000.000
33,000.000
5066038002TEMP SEDMT CONT FENCE (INSTALL)LF750.0003.001
2
3
2.000
2.000
4.000
5066039002TEMP SEDMT CONT FENCE (REMOVE)LF750.0001.001
2
3
1.000
1.000
1.500
5336001RUMBLE STRIPS (SHOULDER)LF41,800.0000.251
2
3
0.210
0.350
0.320
6626001WK ZN PAV MRK NON-REMOV (W)4"(BRK)LF15,450.0000.251
2
3
0.150
0.350
0.140
6626004WK ZN PAV MRK NON-REMOV (W)4"(SLD)LF61,811.0000.251
2
3
0.150
0.260
0.140
6626012WK ZN PAV MRK NON-REMOV (W)8"(SLD)LF6,500.0000.351
2
3
0.280
0.320
0.260
6626032WK ZN PAV MRK NON-REMOV (Y)4"(BRK)LF5,000.0000.251
2
3
0.150
0.370
0.140
6626034WK ZN PAV MRK NON-REMOV (Y)4"(SLD)LF61,811.0000.251
2
3
0.150
0.260
0.140
6626109WK ZN PAV MRK SHT TERM (TAB)TY WEA4,635.0001.001
2
3
1.000
1.000
1.000
6626110WK ZN PAV MRK SHT TERM (TAB)TY YEA2,500.0001.001
2
3
1.000
1.000
1.000
6626112WK ZN PAV MRK SHT TERM RMV (W)(4")LF6,957.0001.001
2
3
1.250
1.000
1.000
6626113WK ZN PAV MRK SHT TERM RMV (Y)(4")LF6,750.0001.001
2
3
1.250
1.000
1.000
6666035007REFL PAV MRK TY I (W)8"(SLD)(090MIL)LF3,250.0001.001
2
3
0.730
0.850
0.660
6666299007RE PM W/RET REQ TY I (W)4"(BRK)(090MIL)LF7,770.0000.351
2
3
0.390
0.600
0.360
6666302007RE PM W/RET REQ TY I (W)4"(SLD)(090MIL)LF30,905.0000.351
2
3
0.390
0.500
0.360
6666311007RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL)LF2,520.0000.351
2
3
0.400
0.600
0.370
6666314007RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL)LF30,905.0000.351
2
3
0.390
0.500
0.360
6686075PREFAB PAV MRK TY C (W) (18") (SLD)LF120.00012.001
2
3
10.000
14.000
9.000
6686077PREFAB PAV MRK TY C (W) (ARROW)EA11.000250.001
2
3
235.000
210.000
215.000
6686085PREFAB PAV MRK TY C (W) (WORD)EA17.000300.001
2
3
250.000
262.500
230.000
6726007REFL PAV MRKR TY I-CEA126.0004.001
2
3
4.700
4.250
5.000
6726009REFL PAV MRKR TY II-A-AEA250.0004.001
2
3
4.700
4.250
5.000
6726010REFL PAV MRKR TY II-C-REA262.0004.001
2
3
4.700
4.250
5.000
60016002PORTABLE CHANGEABLE MESSAGE SIGNEA2.00010,000.001
2
3
10,000.000
9,500.000
5,000.000
61856001TMA (STATIONARY)EA1.00010,000.001
2
3
2,000.000
2,500.000
30,000.000
61856005TMA (MOBILE OPERATION)DAY16.000250.001
2
3
50.000
105.000
500.000