Tabulation of Bids for Project NH 2013(613)
Last Update: Friday, May 03, 2019
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| County: | CARSON | Let Date: | 02/06/19 |
| Type: | REHAB EXISITNG ROADWAY | Seq No: | 3203 |
| Time: | 198 WORKING DAYS | Project ID: | NH 2013(613) |
| Highway: | US 60 | Contract #: | 02193203 |
| Length: | 10.696 | CCSJ: | 0169-05-041 |
| Limits: | |||
| From: | CR S EAST OF PANHANDLE | Check: | $100,000 |
| To: | CR W WEST OF WHITE DEER | Misc Cost: | $982,205.00 |
| Estimate | $15,490,402.35 | % Over/Under | Company |
| Bidder 1 | $16,325,738.31 | +5.39% | RK HALL, LLC |
| Bidder 2 | $17,322,759.99 | +11.83% | JOHNSON BROS. CORPORATION, A SOUTHLAND COMPANY |
| Bidder 3 | $17,376,512.66 | +12.18% | J. LEE MILLIGAN, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1006001 | PREPARING ROW | AC | 14.830 | 350.00 | 1 2 3 | 186.360 1,900.000 170.000 |
| 1006002 | PREPARING ROW | STA | 20.000 | 5,500.00 | 1 2 3 | 1,296.000 7,900.000 1,350.000 |
| 1046001 | REMOVING CONC (PAV) | SY | 3,634.000 | 30.00 | 1 2 3 | 16.320 15.000 12.150 |
| 1046011 | REMOVING CONC (MEDIANS) | SY | 646.000 | 25.00 | 1 2 3 | 24.240 13.000 13.200 |
| 1046022 | REMOVING CONC (CURB AND GUTTER) | LF | 3,198.000 | 6.00 | 1 2 3 | 9.670 7.000 5.300 |
| 1046026 | REMOVE CONC (GUTTER) | LF | 940.000 | 9.50 | 1 2 3 | 9.120 7.000 5.750 |
| 1106001 | EXCAVATION (ROADWAY) | CY | 4,042.000 | 20.00 | 1 2 3 | 14.770 7.500 25.600 |
| 1326002 | EMBANKMENT (FINAL)(DENS CONT)(TY A) | CY | 495.000 | 25.00 | 1 2 3 | 11.350 10.000 35.350 |
| 1346001 | BACKFILL (TY A) | STA | 645.960 | 210.00 | 1 2 3 | 163.720 62.000 210.000 |
| 1646053 | DRILL SEEDING (TEMP)(WARM OR COOL) | AC | 15.950 | 440.00 | 1 2 3 | 238.680 230.000 235.000 |
| 1696001 | SOIL RETENTION BLANKETS (CL 1) (TY A) | SY | 6,667.000 | 0.85 | 1 2 3 | 1.300 1.500 1.300 |
| 2476228003 | FL BS (CMP IN PLC)(TY A OR B GR 4)(9") | SY | 3,634.000 | 25.00 | 1 2 3 | 13.070 21.000 18.700 |
| 2476264003 | FL BS (CMP IN PLC)(TY A OR B GR4)(10") | SY | 1,748.000 | 25.00 | 1 2 3 | 38.720 22.000 41.550 |
| 2516088 | REWORK BS MTL (TY B)(15")(DEN CONT) | SY | 822.000 | 5.00 | 1 2 3 | 47.330 6.000 57.800 |
| 2756001 | CEMENT | TON | 243.000 | 195.00 | 1 2 3 | 183.020 156.000 156.000 |
| 2756038 | CEMENT TREAT (EXIST MATL)(DC)(8") | SY | 19,321.000 | 4.00 | 1 2 3 | 3.480 2.500 3.100 |
| 3106005 | PRIME COAT (AE-P) | GAL | 41,133.000 | 3.60 | 1 2 3 | 4.010 4.000 4.100 |
| 3146014 | EMULS ASPH (EROSN CONT)(MS-2) | GAL | 4,761.000 | 3.80 | 1 2 3 | 3.390 4.000 4.100 |
| 3166001 | ASPH (MULTI OPTION) | GAL | 53,826.000 | 4.00 | 1 2 3 | 3.000 4.000 2.750 |
| 3166175 | AGGR(TY-B GR-4 SAC-B) | CY | 1,287.000 | 95.00 | 1 2 3 | 108.670 90.000 81.550 |
| 3416009001 | D-GR HMA TY-B PG64-28 | TON | 29,858.000 | 85.00 | 1 2 3 | 96.710 85.000 97.750 |
| 3446051001 | SUPERPAVE MIXTURES SP-C SAC-A PG70-28 | TON | 58,774.000 | 87.00 | 1 2 3 | 97.420 105.000 103.400 |
| 3516019 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(3") | SY | 16,600.000 | 22.00 | 1 2 3 | 19.930 24.000 23.450 |
| 3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 17,648.000 | 3.00 | 1 2 3 | 1.620 1.900 2.850 |
| 3546044 | PLANE ASPH CONC PAV (7") | SY | 5,315.000 | 6.00 | 1 2 3 | 3.780 3.900 8.350 |
| 3546048 | PLANE ASPH CONC PAV (3") | SY | 139,897.000 | 3.00 | 1 2 3 | 1.350 1.700 3.000 |
| 3546049 | PLANE ASPH CONC PAV (6") | SY | 16,338.000 | 6.00 | 1 2 3 | 3.780 3.800 6.400 |
| 3606005 | CONC PVMT (CONT REINF - CRCP) (11") | SY | 17,211.000 | 73.00 | 1 2 3 | 92.500 85.000 102.350 |
| 4016001 | FLOWABLE BACKFILL | CY | 3.000 | 195.00 | 1 2 3 | 240.740 62.000 315.000 |
| 4326001 | RIPRAP (CONC)(4 IN) | CY | 13.000 | 525.00 | 1 2 3 | 493.970 900.000 575.000 |
| 4326044 | RIPRAP (CONC)(FLUME) | CY | 3.000 | 600.00 | 1 2 3 | 578.010 900.000 845.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 1,300,000.00 | 1 2 3 | 1,080,000.000 1,565,902.040 1,545,000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 9.000 | 17,000.00 | 1 2 3 | 25,355.420 11,000.000 18,350.000 |
| 5066040004 | BIODEG EROSN CONT LOGS (INSTL) (8") | LF | 600.000 | 8.00 | 1 2 3 | 3.350 4.000 8.250 |
| 5066043004 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 600.000 | 1.50 | 1 2 3 | 1.080 1.000 1.950 |
| 5296005 | CONC CURB (MONO) (TY II) | LF | 2,450.000 | 5.00 | 1 2 3 | 3.020 9.000 11.000 |
| 5296008 | CONC CURB & GUTTER (TY II) | LF | 458.000 | 20.00 | 1 2 3 | 35.990 20.000 31.600 |
| 5296030 | CONC CURB & GUTTER (VALLEY GUTTER) | LF | 798.000 | 40.00 | 1 2 3 | 78.510 44.000 55.850 |
| 5296032 | CONCRETE GUTTER (MODIFIED) | LF | 2,960.000 | 50.00 | 1 2 3 | 34.050 45.000 51.100 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 104,591.000 | 0.16 | 1 2 3 | 0.190 0.140 0.120 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 36,770.000 | 0.20 | 1 2 3 | 0.190 0.140 0.320 |
| 5406002 | MTL W-BEAM GD FEN (STEEL POST) | LF | 250.000 | 28.00 | 1 2 3 | 33.170 30.000 31.600 |
| 5406016 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 2.000 | 1,125.00 | 1 2 3 | 1,382.190 4,000.000 1,315.000 |
| 5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 700.000 | 3.70 | 1 2 3 | 4.420 13.000 4.200 |
| 5426002 | REMOVE TERMINAL ANCHOR SECTION | EA | 3.000 | 375.00 | 1 2 3 | 442.300 775.000 420.000 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 2.000 | 3,150.00 | 1 2 3 | 3,427.830 4,000.000 3,265.000 |
| 5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 3.000 | 370.00 | 1 2 3 | 442.300 700.000 420.000 |
| 6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 24.000 | 700.00 | 1 2 3 | 884.600 900.000 840.000 |
| 6446027 | IN SM RD SN SUP&AM TYS80(1)SA(P) | EA | 10.000 | 800.00 | 1 2 3 | 1,022.820 1,100.000 975.000 |
| 6446028 | IN SM RD SN SUP&AM TYS80(1)SA(P-BM) | EA | 24.000 | 900.00 | 1 2 3 | 1,271.610 1,250.000 1,210.000 |
| 6446030 | IN SM RD SN SUP&AM TYS80(1)SA(T) | EA | 5.000 | 1,000.00 | 1 2 3 | 1,078.110 1,100.000 1,025.000 |
| 6446033 | IN SM RD SN SUP&AM TYS80(1)SA(U) | EA | 1.000 | 1,200.00 | 1 2 3 | 1,271.610 1,350.000 1,580.000 |
| 6446076 | REMOVE SM RD SN SUP&AM | EA | 54.000 | 105.00 | 1 2 3 | 110.580 105.000 105.000 |
| 6586001 | INSTL DEL ASSM (D-SW)SZ 1(FLX)GND | EA | 10.000 | 90.00 | 1 2 3 | 149.280 140.000 142.000 |
| 6586002 | INSTL DEL ASSM (D-SW)SZ 1(FLX)GND(BI) | EA | 45.000 | 140.00 | 1 2 3 | 149.280 140.000 142.000 |
| 6586036 | INSTL DEL ASSM (D-DW)SZ 1(FLX)GND | EA | 199.000 | 140.00 | 1 2 3 | 149.280 140.000 142.000 |
| 6586041 | INSTL DEL ASSM (D-DY)SZ 1(FLX)GND | EA | 13.000 | 140.00 | 1 2 3 | 149.280 140.000 142.000 |
| 6586048 | INSTL OM ASSM (OM-2Z)(FLX)GND | EA | 103.000 | 120.00 | 1 2 3 | 149.280 140.000 142.000 |
| 6586060 | REMOVE DELIN & OBJECT MARKER ASSMS | EA | 236.000 | 12.00 | 1 2 3 | 16.590 20.000 15.800 |
| 6586061 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 | EA | 6.000 | 30.00 | 1 2 3 | 44.230 25.000 42.000 |
| 6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 2,903.000 | 0.50 | 1 2 3 | 0.140 0.130 0.140 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 71,602.000 | 0.25 | 1 2 3 | 0.140 0.130 0.140 |
| 6626016 | WK ZN PAV MRK NON-REMOV (W)24"(SLD) | LF | 282.000 | 3.25 | 1 2 3 | 2.700 2.600 2.650 |
| 6626032 | WK ZN PAV MRK NON-REMOV (Y)4"(BRK) | LF | 2,686.000 | 0.25 | 1 2 3 | 0.140 0.130 0.140 |
| 6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 86,756.000 | 0.25 | 1 2 3 | 0.140 0.130 0.140 |
| 6626063 | WK ZN PAV MRK REMOV (W)4"(SLD) | LF | 1,870.000 | 0.85 | 1 2 3 | 0.970 0.920 0.950 |
| 6626075 | WK ZN PAV MRK REMOV (W)24"(SLD) | LF | 282.000 | 17.00 | 1 2 3 | 10.800 11.000 10.550 |
| 6626095 | WK ZN PAV MRK REMOV (Y)4"(SLD) | LF | 1,870.000 | 0.80 | 1 2 3 | 0.970 1.000 0.950 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 9,353.000 | 0.90 | 1 2 3 | 0.910 0.500 1.150 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 7,814.000 | 0.80 | 1 2 3 | 0.910 0.500 1.200 |
| 6666035007 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 12,384.000 | 0.80 | 1 2 3 | 0.760 0.710 0.740 |
| 6666041007 | REFL PAV MRK TY I (W)12"(SLD)(090MIL) | LF | 554.000 | 5.00 | 1 2 3 | 3.780 3.560 3.700 |
| 6666047007 | REFL PAV MRK TY I (W)24"(SLD)(090MIL) | LF | 276.000 | 10.00 | 1 2 3 | 7.560 7.200 7.400 |
| 6666053007 | REFL PAV MRK TY I (W)(ARROW)(090MIL) | EA | 22.000 | 150.00 | 1 2 3 | 113.400 110.000 111.000 |
| 6666077007 | REFL PAV MRK TY I (W)(WORD)(090MIL) | EA | 22.000 | 225.00 | 1 2 3 | 226.800 214.000 220.000 |
| 6666092007 | REFL PAV MRK TY I (W)(RR XING)(090MIL) | EA | 7.000 | 510.00 | 1 2 3 | 486.000 459.000 474.000 |
| 6666101007 | REF PAV MRK TY I(W)36"(YLD TRI)(090MIL) | EA | 90.000 | 22.00 | 1 2 3 | 27.000 26.000 26.350 |
| 6666299007 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 27,878.000 | 0.34 | 1 2 3 | 0.360 0.400 0.350 |
| 6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 90,519.000 | 0.34 | 1 2 3 | 0.360 0.400 0.350 |
| 6666311007 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 5,393.000 | 0.34 | 1 2 3 | 0.360 0.400 0.350 |
| 6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 146,791.000 | 0.34 | 1 2 3 | 0.360 0.400 0.350 |
| 6686005 | PREFAB PAV MRK TY B (W)(4")(BRK)CNTST | LF | 935.000 | 6.00 | 1 2 3 | 23.760 23.000 23.200 |
| 6726002 | PLOWABLE REFL PAV MRKR TY I-C | EA | 48.000 | 35.00 | 1 2 3 | 48.600 46.000 47.450 |
| 6726003 | PLOWABLE REFL PAV MRKR TY II-A-A | EA | 96.000 | 35.00 | 1 2 3 | 48.600 46.000 47.450 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 740.000 | 3.00 | 1 2 3 | 3.240 3.100 3.150 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 1,028.000 | 3.00 | 1 2 3 | 3.240 3.100 3.150 |
| 6726010 | REFL PAV MRKR TY II-C-R | EA | 1,427.000 | 3.50 | 1 2 3 | 3.240 3.100 3.150 |
| 6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 58,990.000 | 1.00 | 1 2 3 | 0.810 1.000 0.800 |
| 6776003 | ELIM EXT PAV MRK & MRKS (8") | LF | 2,400.000 | 0.80 | 1 2 3 | 1.620 1.900 1.600 |
| 6776007 | ELIM EXT PAV MRK & MRKS (24") | LF | 12.000 | 3.00 | 1 2 3 | 4.320 4.200 4.250 |
| 30036001 | EMULSION | GAL | 460,260.000 | 2.90 | 1 2 3 | 3.500 4.000 2.600 |
| 30036005 | CEMENT | TON | 587.000 | 195.00 | 1 2 3 | 183.020 156.000 156.000 |
| 30036008 | EMUL TRTMNT(MX EXST MTRL & NEW BASE) 8" | SY | 139,897.000 | 3.00 | 1 2 3 | 2.470 3.400 2.700 |
| 30416001 | UNDERSEAL COURSE | GAL | 52,725.000 | 3.50 | 1 2 3 | 4.770 4.000 3.100 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 4.000 | 17,000.00 | 1 2 3 | 4,804.210 18,000.000 24,300.000 |
| 61856002 | TMA (STATIONARY) | DAY | 198.000 | 350.00 | 1 2 3 | 384.220 1,000.000 665.000 |
| 61856003 | TMA (MOBILE OPERATION) | HR | 780.000 | 70.00 | 1 2 3 | 65.960 100.000 66.500 |
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