Tabulation of Bids for Project NH 2018(974)
Last Update: Friday, August 31, 2018
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| County: | ROBERTS | Let Date: | 06/06/18 |
| Type: | THICK OVERLAY,JOINT REPAIR,MBGF,RUMBLE STRIPS | Seq No: | 3208 |
| Time: | 150 WORKING DAYS | Project ID: | NH 2018(974) |
| Highway: | US 60 | Contract #: | 06183208 |
| Length: | 48.108 | CCSJ: | 0169-08-024 |
| Limits: | |||
| From: | ROBERTS COUNTY LINE | Check: | $100,000 |
| To: | US 83 | Misc Cost: | $20,000.00 |
| Estimate | $12,975,351.94 | % Over/Under | Company |
| Bidder 1 | $13,340,741.71 | +2.82% | J. LEE MILLIGAN, INC. |
| Bidder 2 | $14,042,750.86 | +8.23% | RK HALL, LLC |
| Bidder 3 | $15,159,869.15 | +16.84% | DUININCK, INC. |
| Bidder 4 | $15,877,958.71 | +22.37% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Bidder 5 | $17,263,949.05 | +33.05% | GILVIN-TERRILL, LTD. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1046001 | REMOVING CONC (PAV) | SY | 2,439.000 | 30.00 | 1 2 3 4 5 | 50.000 15.000 125.000 215.000 36.000 |
| 1046015 | REMOVING CONC (SIDEWALKS) | SY | 100.000 | 8.00 | 1 2 3 4 5 | 16.000 28.480 46.000 109.000 25.000 |
| 1046028 | REMOVING CONC (MISC) | SY | 6.000 | 50.00 | 1 2 3 4 5 | 50.000 70.410 59.500 215.000 25.000 |
| 1046029 | REMOVING CONC (CURB OR CURB & GUTTER) | LF | 293.000 | 4.50 | 1 2 3 4 5 | 5.500 11.280 15.500 15.310 25.000 |
| 1046032 | REMOVING CONC (WHEELCHAIR RAMP) | SY | 10.000 | 20.00 | 1 2 3 4 5 | 40.000 70.310 45.000 150.000 25.000 |
| 1056013 | REMOVING STAB BASE & ASPH PAV (9") | SY | 489.000 | 15.00 | 1 2 3 4 5 | 50.000 5.000 96.000 25.000 40.000 |
| 1056094 | REMOVING STAB BASE & ASPH PAV(12"-27") | SY | 284.000 | 25.00 | 1 2 3 4 5 | 31.000 42.880 20.000 30.000 36.000 |
| 1346001 | BACKFILL (TY A) | STA | 1,293.000 | 175.00 | 1 2 3 4 5 | 220.000 250.070 260.000 213.000 150.000 |
| 1626002 | BLOCK SODDING | SY | 137.000 | 30.00 | 1 2 3 4 5 | 8.500 8.400 8.350 9.070 8.000 |
| 1646036 | DRILL SEEDING (PERM) (RURAL) (CLAY) | AC | 56.450 | 750.00 | 1 2 3 4 5 | 450.000 408.450 405.000 441.130 389.000 |
| 1646053 | DRILL SEEDING (TEMP)(WARM OR COOL) | AC | 56.450 | 750.00 | 1 2 3 4 5 | 345.000 341.250 340.000 368.550 325.000 |
| 3146014 | EMULS ASPH (EROSN CONT)(MS-2) | GAL | 17,072.000 | 3.50 | 1 2 3 4 5 | 3.250 3.040 3.600 3.480 3.000 |
| 3446051 | SUPERPAVE MIXTURES SP-C SAC-A PG70-28 | TON | 106,745.000 | 82.00 | 1 2 3 4 5 | 84.100 95.780 91.750 93.000 105.000 |
| 3516012 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(2") | SY | 30,411.000 | 18.00 | 1 2 3 4 5 | 12.400 13.530 16.000 18.100 22.000 |
| 3516021 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(13") | SY | 2,716.000 | 80.00 | 1 2 3 4 5 | 90.100 166.600 265.000 250.000 145.000 |
| 3546022 | PLANE ASPH CONC PAV(0" TO 3") | SY | 5,835.000 | 5.00 | 1 2 3 4 5 | 3.450 2.470 4.650 1.760 3.000 |
| 3546023 | PLANE ASPH CONC PAV(0" TO 4") | SY | 5,718.000 | 5.00 | 1 2 3 4 5 | 3.250 2.470 4.450 2.280 3.000 |
| 3546051 | PLANE ASPH CONC PAV (0" TO 1 1/2") | SY | 6,379.000 | 3.00 | 1 2 3 4 5 | 3.100 2.100 3.750 1.620 3.000 |
| 3546057 | PLANE ASPH CONC PAV (4") | SY | 7,568.000 | 5.00 | 1 2 3 4 5 | 11.650 4.000 30.000 3.000 30.000 |
| 4016001 | FLOWABLE BACKFILL | CY | 203.500 | 218.13 | 1 2 3 4 5 | 150.000 205.000 155.000 187.600 175.000 |
| 4236008 | RETAINING WALL (CAST - IN - PLACE) | SF | 96.000 | 125.00 | 1 2 3 4 5 | 150.000 160.000 235.000 208.610 150.000 |
| 4326001 | RIPRAP (CONC)(4 IN) | CY | 1.000 | 615.00 | 1 2 3 4 5 | 425.000 571.170 1,600.000 453.600 1,000.000 |
| 4506048 | RAIL (HANDRAIL)(TY B) | LF | 50.000 | 100.00 | 1 2 3 4 5 | 145.000 113.470 185.000 170.100 200.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 900,000.00 | 1 2 3 4 5 | 1,049,000.000 423,098.460 800,000.000 1,125,186.000 1,500,000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 8.000 | 12,500.00 | 1 2 3 4 5 | 15,900.000 5,256.900 41,500.000 60,000.000 9,400.000 |
| 5066040002 | BIODEG EROSN CONT LOGS (INSTL) (8") | LF | 75.000 | 5.00 | 1 2 3 4 5 | 9.250 10.500 10.500 8.220 10.000 |
| 5066043002 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 75.000 | 2.00 | 1 2 3 4 5 | 3.500 1.050 2.100 2.220 5.000 |
| 5296008 | CONC CURB & GUTTER (TY II) | LF | 211.000 | 30.00 | 1 2 3 4 5 | 36.150 50.000 42.000 44.290 35.000 |
| 5296036 | CONCRETE CURB (SPECIAL) | LF | 88.000 | 43.75 | 1 2 3 4 5 | 24.000 50.000 31.500 25.760 25.000 |
| 5306001 | INTERSECTIONS (CONC) | SY | 274.000 | 90.00 | 1 2 3 4 5 | 90.000 150.000 105.000 117.300 100.000 |
| 5316001 | CONC SIDEWALKS (4") | SY | 82.000 | 65.00 | 1 2 3 4 5 | 93.000 105.000 68.000 113.830 100.000 |
| 5316004 | CURB RAMPS (TY 1) | EA | 2.000 | 4,000.00 | 1 2 3 4 5 | 975.000 2,200.000 2,100.000 1,048.950 1,000.000 |
| 5316005 | CURB RAMPS (TY 2) | EA | 1.000 | 4,000.00 | 1 2 3 4 5 | 975.000 2,200.000 2,100.000 1,048.950 1,100.000 |
| 5316041 | CURB RAMPS (SPECIAL) | SY | 16.000 | 150.00 | 1 2 3 4 5 | 135.000 270.000 210.000 144.020 150.000 |
| 5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 246,653.000 | 0.15 | 1 2 3 4 5 | 0.160 0.120 0.090 0.110 0.200 |
| 5336004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 120,411.000 | 0.20 | 1 2 3 4 5 | 0.280 0.120 0.160 0.180 0.250 |
| 5406002 | MTL W-BEAM GD FEN (STEEL POST) | LF | 18,150.000 | 22.00 | 1 2 3 4 5 | 24.750 24.680 23.000 24.950 25.000 |
| 5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 17,315.000 | 3.00 | 1 2 3 4 5 | 3.150 3.150 1.850 1.980 2.000 |
| 5426002 | REMOVE TERMINAL ANCHOR SECTION | EA | 45.000 | 225.00 | 1 2 3 4 5 | 315.000 315.000 185.000 198.450 200.000 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 86.000 | 2,300.00 | 1 2 3 4 5 | 2,800.000 2,782.500 2,500.000 2,721.600 2,400.000 |
| 5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 45.000 | 275.00 | 1 2 3 4 5 | 315.000 315.000 210.000 226.800 200.000 |
| 6366002 | ALUMINUM SIGNS (TY G) | SF | 104.000 | 27.00 | 1 2 3 4 5 | 26.350 26.250 26.000 28.350 40.000 |
| 6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 2.000 | 700.00 | 1 2 3 4 5 | 910.000 782.250 900.000 975.240 500.000 |
| 6446004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 11.000 | 900.00 | 1 2 3 4 5 | 920.000 806.400 915.000 992.250 475.000 |
| 6446007 | IN SM RD SN SUP&AM TY10BWG(1)SA(U) | EA | 4.000 | 900.00 | 1 2 3 4 5 | 1,200.000 1,144.500 1,200.000 1,304.100 900.000 |
| 6446012 | IN SM RD SN SUP&AM TY10BWG(1)SB(T) | EA | 19.000 | 800.00 | 1 2 3 4 5 | 950.000 761.250 940.000 1,020.600 450.000 |
| 6446076 | REMOVE SM RD SN SUP&AM | EA | 49.000 | 116.00 | 1 2 3 4 5 | 105.000 105.000 105.000 113.400 70.000 |
| 6476001 | INSTALL LRSS (STRUCT STEEL) | LB | 475.000 | 5.50 | 1 2 3 4 5 | 5.300 5.250 5.250 5.670 20.000 |
| 6476003 | REMOVE LRSA | EA | 2.000 | 600.00 | 1 2 3 4 5 | 790.000 787.500 785.000 850.500 2,000.000 |
| 6586041 | INSTL DEL ASSM (D-DY)SZ 1(FLX)GND | EA | 165.000 | 120.00 | 1 2 3 4 5 | 145.000 115.500 140.000 153.090 60.000 |
| 6586048 | INSTL OM ASSM (OM-2Z)(FLX)GND | EA | 235.000 | 120.00 | 1 2 3 4 5 | 145.000 115.500 140.000 153.090 60.000 |
| 6586062 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI) | EA | 207.000 | 25.00 | 1 2 3 4 5 | 75.000 36.750 36.500 39.690 40.000 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 7,128.000 | 0.86 | 1 2 3 4 5 | 1.050 0.840 1.050 2.270 1.000 |
| 6626110 | WK ZN PAV MRK SHT TERM (TAB)TY Y | EA | 36,826.000 | 1.23 | 1 2 3 4 5 | 1.100 0.840 1.050 2.270 1.000 |
| 6666005007 | REFL PAV MRK TY I (W)4"(DOT)(090MIL) | LF | 497.000 | 0.45 | 1 2 3 4 5 | 0.370 0.370 0.370 0.400 1.000 |
| 6666035007 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 1,735.000 | 0.75 | 1 2 3 4 5 | 0.740 0.740 0.730 0.790 1.000 |
| 6666047007 | REFL PAV MRK TY I (W)24"(SLD)(090MIL) | LF | 104.000 | 7.00 | 1 2 3 4 5 | 26.340 26.250 26.000 28.350 25.000 |
| 6666053007 | REFL PAV MRK TY I (W)(ARROW)(090MIL) | EA | 2.000 | 108.01 | 1 2 3 4 5 | 237.040 236.250 235.000 255.150 225.000 |
| 6666077007 | REFL PAV MRK TY I (W)(WORD)(090MIL) | EA | 2.000 | 200.00 | 1 2 3 4 5 | 368.720 367.500 365.000 396.900 350.000 |
| 6666140007 | REFL PAV MRK TY I (Y)12"(SLD)(090MIL) | LF | 740.000 | 5.00 | 1 2 3 4 5 | 6.850 6.830 6.800 7.370 1.000 |
| 6666299007 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 43,215.000 | 0.28 | 1 2 3 4 5 | 0.370 0.370 0.370 0.400 0.350 |
| 6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 251,034.000 | 0.25 | 1 2 3 4 5 | 0.370 0.370 0.370 0.400 0.350 |
| 6666311007 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 38,610.000 | 0.24 | 1 2 3 4 5 | 0.370 0.370 0.370 0.400 0.350 |
| 6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 209,875.000 | 0.27 | 1 2 3 4 5 | 0.370 0.370 0.370 0.400 0.350 |
| 30416001 | UNDERSEAL COURSE | GAL | 163,129.000 | 4.00 | 1 2 3 4 5 | 2.750 3.240 3.850 3.830 8.000 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 15,000.00 | 1 2 3 4 5 | 21,800.000 4,706.570 10,500.000 20,412.000 22,500.000 |
| 61856001 | TMA (STATIONARY) | EA | 2.000 | 20,000.00 | 1 2 3 4 5 | 17,000.000 38,893.030 12,500.000 29,604.180 60,000.000 |
| 61856003 | TMA (MOBILE OPERATION) | HR | 350.000 | 32.00 | 1 2 3 4 5 | 60.500 77.460 83.500 74.960 100.000 |
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