Tabulation of Bids for Project NH 2020(203)
Last Update: Thursday, February 06, 2020
Bid Tabulations Dashboard
Use this interactive Tableau dashboard to display bidding information on projects let through statewide and local district letting for the past 24 months.
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.
| Text version of this page | |||
| County: | DALLAM | Let Date: | 11/05/19 |
| Type: | OVERLAY AND PAVEMENT REPAIR | Seq No: | 3004 |
| Time: | 183 WORKING DAYS | Project ID: | NH 2020(203) |
| Highway: | US 287 | Contract #: | 11193004 |
| Length: | 14.464 | CCSJ: | 0066-01-021 |
| Limits: | |||
| From: | OKLAHOMA STATE LINE | Check: | $100,000 |
| To: | 8TH STREET IN STRATFORD | Misc Cost: | $45,000.00 |
| Estimate | $10,000,117.05 | % Over/Under | Company |
| Bidder 1 | $11,978,029.64 | +19.78% | RK HALL, LLC |
| Bidder 2 | $12,176,951.50 | +21.77% | GILVIN-TERRILL, LTD. |
| Bidder 3 | $12,246,482.10 | +22.46% | J. LEE MILLIGAN, INC. |
| Bidder 4 | $13,372,225.13 | +33.72% | JOHNSON BROS. CORPORATION, A SOUTHLAND COMPANY |
| Bidder 5 | $13,389,433.74 | +33.89% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1006001 | PREPARING ROW | AC | 15.370 | 250.00 | 1 2 3 4 5 | 320.570 900.000 670.000 78,074.180 178.170 |
| 1046022 | REMOVING CONC (CURB AND GUTTER) | LF | 112.000 | 20.00 | 1 2 3 4 5 | 35.300 50.000 13.000 13.920 11.880 |
| 1056005 | REMOVING STAB BASE AND ASPH PAV (3") | SY | 2,857.000 | 6.00 | 1 2 3 4 5 | 8.580 11.000 8.650 4.380 10.110 |
| 1056013 | REMOVING STAB BASE & ASPH PAV (9") | SY | 48.000 | 6.00 | 1 2 3 4 5 | 61.310 60.000 56.450 5.100 38.280 |
| 1106001 | EXCAVATION (ROADWAY) | CY | 6,988.000 | 15.00 | 1 2 3 4 5 | 14.350 17.000 30.000 8.700 11.420 |
| 1326004 | EMBANKMENT (FINAL)(DENS CONT)(TY B) | CY | 3,235.000 | 15.00 | 1 2 3 4 5 | 12.590 25.000 40.000 24.000 10.850 |
| 1346004 | BACKFILL (TY A OR B) | STA | 696.000 | 160.00 | 1 2 3 4 5 | 211.470 100.000 212.500 204.000 90.970 |
| 1646036 | DRILL SEEDING (PERM) (RURAL) (CLAY) | AC | 9.700 | 820.00 | 1 2 3 4 5 | 483.000 420.000 445.000 858.000 498.880 |
| 1646053 | DRILL SEEDING (TEMP)(WARM OR COOL) | AC | 24.390 | 460.00 | 1 2 3 4 5 | 293.250 255.000 270.000 800.000 302.890 |
| 2476264003 | FL BS (CMP IN PLC)(TY A OR B GR4)(10") | SY | 33,913.000 | 17.00 | 1 2 3 4 5 | 23.180 15.000 28.000 26.400 30.950 |
| 2476301003 | FL BS (CMP IN PLC)(TY A OR B GR 4)(16") | SY | 294.000 | 64.00 | 1 2 3 4 5 | 58.010 100.000 39.000 36.000 66.560 |
| 2516081 | REWORK BS MTL (TY B)(12")(DENS CONT) | SY | 16,187.000 | 7.00 | 1 2 3 4 5 | 16.850 6.000 9.000 5.100 9.870 |
| 2756001 | CEMENT | TON | 200.000 | 200.00 | 1 2 3 4 5 | 195.260 170.000 184.500 192.000 192.430 |
| 2756010 | CEMENT TREAT (SUBGRADE) (8") | SY | 33,327.000 | 3.50 | 1 2 3 4 5 | 3.130 4.000 3.500 4.800 1.820 |
| 3106005 | PRIME COAT (AE-P) | GAL | 74.000 | 5.00 | 1 2 3 4 5 | 4.330 6.000 24.500 4.800 5.590 |
| 3106009 | PRIME COAT (MC-30) | GAL | 8,479.000 | 3.75 | 1 2 3 4 5 | 4.320 5.000 4.250 5.820 5.300 |
| 3146009001 | EMULS ASPH (EROSN CONT)(MULTI) | GAL | 12,301.000 | 4.00 | 1 2 3 4 5 | 4.190 5.000 4.200 4.740 4.400 |
| 3416008003 | D-GR HMA TY-B PG64-22 | TON | 9,505.000 | 90.00 | 1 2 3 4 5 | 119.560 117.000 117.650 96.000 119.830 |
| 3416281003 | TACK COAT | GAL | 4,479.000 | 4.00 | 1 2 3 4 5 | 5.920 6.000 3.450 7.200 6.520 |
| 3446051004 | SUPERPAVE MIXTURES SP-C SAC-A PG70-28 | TON | 46,924.000 | 105.00 | 1 2 3 4 5 | 124.450 130.000 111.500 132.000 130.460 |
| 3446176004 | TACK COAT | GAL | 55,176.000 | 4.00 | 1 2 3 4 5 | 5.960 6.000 3.450 3.960 6.520 |
| 3516012 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(2") | SY | 20,689.000 | 15.00 | 1 2 3 4 5 | 17.350 19.000 21.250 19.800 22.580 |
| 3516019 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(3") | SY | 21,934.000 | 19.75 | 1 2 3 4 5 | 25.140 20.000 29.650 24.000 32.800 |
| 3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 4,223.000 | 5.00 | 1 2 3 4 5 | 5.820 8.000 5.800 2.220 4.760 |
| 3546045 | PLANE ASPH CONC PAV (2") | SY | 21,749.000 | 2.00 | 1 2 3 4 5 | 2.450 7.000 3.100 1.920 2.480 |
| 3546096 | PLANE ASPH CONC PAV (3"- 5") | SY | 2,333.000 | 5.00 | 1 2 3 4 5 | 7.790 7.000 8.650 2.190 5.320 |
| 4006008 | CUT & RESTORE ASPH PAVING | SY | 18.000 | 300.00 | 1 2 3 4 5 | 206.180 300.000 220.000 150.000 90.750 |
| 4016001 | FLOWABLE BACKFILL | CY | 6.000 | 465.00 | 1 2 3 4 5 | 299.660 800.000 1,105.000 183.600 236.540 |
| 4166018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 22.000 | 300.00 | 1 2 3 4 5 | 350.750 605.000 184.450 198.000 207.870 |
| 4326001 | RIPRAP (CONC)(4 IN) | CY | 9.000 | 500.00 | 1 2 3 4 5 | 623.300 545.000 571.200 480.000 643.790 |
| 4326003 | RIPRAP (CONC)(6 IN) | CY | 31.000 | 560.00 | 1 2 3 4 5 | 611.970 535.000 560.000 600.000 632.090 |
| 4626047002 | CONC BOX CULV (4 FT X 2 FT)(EXTEND) | LF | 25.000 | 750.00 | 1 2 3 4 5 | 546.250 475.000 500.000 948.000 564.210 |
| 4626054002 | CONC BOX CULV (6 FT X 3 FT)(EXTEND) | LF | 25.000 | 800.00 | 1 2 3 4 5 | 546.250 475.000 500.000 990.000 564.210 |
| 4626055002 | CONC BOX CULV (6 FT X 4 FT)(EXTEND) | LF | 59.000 | 850.00 | 1 2 3 4 5 | 546.250 475.000 500.000 612.000 564.210 |
| 4626057002 | CONC BOX CULV (6 FT X 6 FT)(EXTEND) | LF | 84.000 | 900.00 | 1 2 3 4 5 | 546.250 775.000 500.000 888.000 564.210 |
| 4646005 | RC PIPE (CL III)(24 IN) | LF | 110.000 | 150.00 | 1 2 3 4 5 | 132.220 180.000 134.500 87.000 93.710 |
| 4666180 | WINGWALL (PW - 1) (HW=5 FT) | EA | 2.000 | 15,000.00 | 1 2 3 4 5 | 13,800.000 12,000.000 12,645.000 13,800.000 14,253.740 |
| 4666181 | WINGWALL (PW - 1) (HW=6 FT) | EA | 1.000 | 15,000.00 | 1 2 3 4 5 | 22,356.000 19,500.000 20,500.000 19,200.000 23,091.060 |
| 4666182 | WINGWALL (PW - 1) (HW=7 FT) | EA | 1.000 | 27,000.00 | 1 2 3 4 5 | 28,543.000 25,000.000 26,000.000 25,200.000 29,481.480 |
| 4666183 | WINGWALL (PW - 1) (HW=8 FT) | EA | 1.000 | 27,000.00 | 1 2 3 4 5 | 29,617.100 26,000.000 63,500.000 30,000.000 30,590.900 |
| 4676144 | SET (TY I)(S= 4 FT)(HW= 4 FT)(4:1) (C) | EA | 1.000 | 1,400.00 | 1 2 3 4 5 | 11,820.520 11,100.000 11,800.000 10,800.000 12,858.060 |
| 4676395 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 2.000 | 1,450.00 | 1 2 3 4 5 | 3,980.990 10,000.000 5,460.000 1,800.000 2,245.450 |
| 4966004 | REMOV STR (SET) | EA | 4.000 | 1,400.00 | 1 2 3 4 5 | 1,200.000 1,000.000 1,780.000 1,200.000 1,235.980 |
| 4966005 | REMOV STR (WINGWALL) | EA | 4.000 | 1,400.00 | 1 2 3 4 5 | 1,750.000 1,500.000 2,375.000 2,040.000 1,396.900 |
| 4966007 | REMOV STR (PIPE) | LF | 40.000 | 150.00 | 1 2 3 4 5 | 50.000 30.000 47.500 18.000 32.060 |
| 4966008 | REMOV STR (BOX CULVERT) | LF | 106.000 | 152.00 | 1 2 3 4 5 | 300.000 30.000 405.000 78.000 255.740 |
| 5006001 | MOBILIZATION | LS | 1.000 | 750,000.00 | 1 2 3 4 5 | 900,000.000 1,200,000.000 1,200,000.000 1,200,000.000 1,368,464.840 |
| 5026001007 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 11.000 | 20,000.00 | 1 2 3 4 5 | 15,000.000 20,000.000 36,150.000 9,300.000 40,000.000 |
| 5066040004 | BIODEG EROSN CONT LOGS (INSTL) (8") | LF | 825.000 | 4.00 | 1 2 3 4 5 | 3.570 5.230 8.000 5.400 3.680 |
| 5066043004 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 825.000 | 1.00 | 1 2 3 4 5 | 1.150 0.450 3.200 1.200 1.190 |
| 5146001 | PERM CTB (SGL SLOPE) (TY 1) (42 ) | LF | 500.000 | 125.00 | 1 2 3 4 5 | 114.090 100.000 104.600 102.000 117.840 |
| 5296008 | CONC CURB & GUTTER (TY II) | LF | 327.000 | 20.00 | 1 2 3 4 5 | 40.370 36.000 37.000 28.800 41.690 |
| 5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 155,540.000 | 0.11 | 1 2 3 4 5 | 0.140 0.210 0.110 0.240 0.170 |
| 5336004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 68,890.000 | 0.20 | 1 2 3 4 5 | 0.140 0.170 0.250 0.240 0.170 |
| 5406002001 | MTL W-BEAM GD FEN (STEEL POST) | LF | 1,625.000 | 26.00 | 1 2 3 4 5 | 28.750 30.000 26.350 31.800 35.630 |
| 5406006001 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 16.000 | 2,200.00 | 1 2 3 4 5 | 2,300.000 560.000 2,110.000 2,220.000 665.170 |
| 5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 2,200.000 | 3.00 | 1 2 3 4 5 | 3.450 3.000 3.150 3.360 3.560 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 16.000 | 2,900.00 | 1 2 3 4 5 | 3,450.000 2,925.000 3,160.000 3,300.000 3,474.350 |
| 5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 16.000 | 305.00 | 1 2 3 4 5 | 345.000 480.000 315.000 360.000 570.150 |
| 6366002001 | ALUMINUM SIGNS (TY G) | SF | 156.000 | 27.00 | 1 2 3 4 5 | 46.000 40.000 37.000 30.000 41.570 |
| 6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 29.000 | 1,500.00 | 1 2 3 4 5 | 832.600 724.000 815.000 582.000 920.550 |
| 6446004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 2.000 | 894.00 | 1 2 3 4 5 | 847.550 737.000 845.000 708.000 950.250 |
| 6446030 | IN SM RD SN SUP&AM TYS80(1)SA(T) | EA | 1.000 | 1,500.00 | 1 2 3 4 5 | 1,138.500 990.000 1,100.000 810.000 1,247.200 |
| 6446076 | REMOVE SM RD SN SUP&AM | EA | 32.000 | 105.00 | 1 2 3 4 5 | 143.750 105.000 130.000 120.000 148.480 |
| 6476001 | INSTALL LRSS (STRUCT STEEL) | LB | 900.000 | 6.20 | 1 2 3 4 5 | 11.500 10.000 5.250 12.000 5.940 |
| 6476003 | REMOVE LRSA | EA | 2.000 | 1,265.00 | 1 2 3 4 5 | 1,725.000 1,500.000 1,055.000 1,140.000 1,187.810 |
| 6586001 | INSTL DEL ASSM (D-SW)SZ 1(FLX)GND | EA | 51.000 | 135.00 | 1 2 3 4 5 | 136.850 119.000 140.000 108.000 160.350 |
| 6586049 | INSTL OM ASSM (OM-2Z)(FLX)GND(BI) | EA | 12.000 | 135.00 | 1 2 3 4 5 | 136.850 119.000 140.000 90.000 160.350 |
| 6586061 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 | EA | 24.000 | 30.00 | 1 2 3 4 5 | 40.250 44.000 37.000 30.000 41.570 |
| 6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 3,140.000 | 0.30 | 1 2 3 4 5 | 0.400 0.350 0.370 0.360 0.420 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 37,175.000 | 0.30 | 1 2 3 4 5 | 0.400 0.350 0.370 0.300 0.420 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 4,180.000 | 1.05 | 1 2 3 4 5 | 1.470 1.000 1.200 1.200 2.380 |
| 6626110 | WK ZN PAV MRK SHT TERM (TAB)TY Y | EA | 12,120.000 | 1.10 | 1 2 3 4 5 | 1.470 1.000 1.250 1.800 2.380 |
| 6666047007 | REFL PAV MRK TY I (W)24"(SLD)(090MIL) | LF | 150.000 | 12.00 | 1 2 3 4 5 | 23.000 20.000 21.100 12.000 23.760 |
| 6666092007 | REFL PAV MRK TY I (W)(RR XING)(090MIL) | EA | 1.000 | 700.00 | 1 2 3 4 5 | 1,150.000 1,000.000 1,055.000 648.000 1,187.810 |
| 6666299007 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 13,910.000 | 0.35 | 1 2 3 4 5 | 0.410 0.360 0.380 0.420 0.430 |
| 6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 147,670.000 | 0.35 | 1 2 3 4 5 | 0.410 0.360 0.380 0.360 0.430 |
| 6666311007 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 2,340.000 | 0.35 | 1 2 3 4 5 | 0.410 0.360 0.380 0.360 0.430 |
| 6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 148,290.000 | 0.35 | 1 2 3 4 5 | 0.410 0.360 0.380 0.360 0.430 |
| 6726006 | REFL PAV MRKR TY I-A | EA | 1,974.000 | 3.50 | 1 2 3 4 5 | 3.740 3.250 3.450 4.800 3.860 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 696.000 | 3.50 | 1 2 3 4 5 | 3.740 3.250 3.450 3.900 3.860 |
| 6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 870.000 | 0.75 | 1 2 3 4 5 | 2.300 2.000 2.100 0.480 2.380 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 4.000 | 15,000.00 | 1 2 3 4 5 | 10,338.090 12,500.000 21,500.000 10,200.000 25,862.650 |
| 61856002002 | TMA (STATIONARY) | DAY | 104.000 | 460.00 | 1 2 3 4 5 | 410.220 950.000 675.000 252.000 428.570 |
| 61856003002 | TMA (MOBILE OPERATION) | HR | 160.000 | 65.00 | 1 2 3 4 5 | 71.950 10.000 67.500 60.000 90.600 |
Copyright 2022 • Texas Department of Transportation • All Rights Reserved • Disclaimer • Privacy & Security Policy • Accessibility
125 East 11th Street • Austin, Texas 78701
125 East 11th Street • Austin, Texas 78701