Tabulation of Bids for Project NH 2019(396)
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| County: | RUNNELS | Let Date: | 02/06/19 |
| Type: | ACP OVERLAY | Seq No: | 3204 |
| Time: | 166 WORKING DAYS | Project ID: | NH 2019(396) |
| Highway: | US 67 | Contract #: | 02193204 |
| Length: | 19.154 | CCSJ: | 0158-01-082 |
| Limits: | |||
| From: | COLORADO RIVER BRIDGE | Check: | $100,000 |
| To: | TOM GREEN COUNTY LINE | Misc Cost: | $1,000.00 |
| Estimate | $14,638,665.59 | % Over/Under | Company |
| Bidder 1 | $16,352,619.60 | +11.71% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Bidder 2 | $16,619,334.33 | +13.53% | REECE ALBERT, INC. |
| Bidder 3 | $17,964,459.61 | +22.72% | RK HALL, LLC |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346001 | BACKFILL (TY A) | STA | 1,878.000 | 140.00 | 1 2 3 | 77.340 124.000 114.060 |
| 3106009 | PRIME COAT (MC-30) | GAL | 3,737.000 | 4.00 | 1 2 3 | 5.050 4.260 6.130 |
| 3156004 | FOG SEAL (CSS-1H) | GAL | 10,885.400 | 3.30 | 1 2 3 | 7.230 4.000 3.070 |
| 3166224 | AGGR(TY-PB GR-4 SAC-B) | CY | 9,599.210 | 82.50 | 1 2 3 | 146.610 83.800 121.730 |
| 3166405 | ASPH (AC-20-5TR OR AC-20XP) | GAL | 373,889.080 | 3.25 | 1 2 3 | 3.980 3.350 2.940 |
| 3446048001 | SUPERPAVE MIXTURES SP-C SAC-B PG70-22 | TON | 105,734.290 | 85.00 | 1 2 3 | 92.000 108.470 116.420 |
| 3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 2,045.000 | 61.50 | 1 2 3 | 66.990 70.030 65.600 |
| 3516012 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(2") | SY | 19,149.000 | 23.00 | 1 2 3 | 22.320 21.110 21.690 |
| 3546002 | PLAN & TEXT ASPH CONC PAV(0" TO 2") | SY | 20,580.000 | 1.40 | 1 2 3 | 0.650 2.670 2.370 |
| 3546041 | PLANE ASPH CONC PAV (1.5") | SY | 7,867.400 | 1.50 | 1 2 3 | 0.970 6.090 3.870 |
| 3546183 | PLANE ASPH CONC PAV(1/2" TO 1-1/2") | SY | 839,691.000 | 1.25 | 1 2 3 | 0.650 0.720 0.790 |
| 5006001 | MOBILIZATION | LS | 1.000 | 1,020,000.00 | 1 2 3 | 1,500,000.000 565,000.000 900,377.160 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 12.000 | 8,000.00 | 1 2 3 | 19,645.060 16,653.390 24,000.000 |
| 5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 362,845.000 | 0.10 | 1 2 3 | 0.140 0.110 0.110 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 46,515.000 | 1.00 | 1 2 3 | 1.350 1.870 1.900 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 4,145.100 | 1.00 | 1 2 3 | 1.350 1.870 1.330 |
| 6666035007 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 2,963.000 | 5.25 | 1 2 3 | 0.680 1.530 1.540 |
| 6666047007 | REFL PAV MRK TY I (W)24"(SLD)(090MIL) | LF | 2,017.000 | 5.25 | 1 2 3 | 7.580 7.430 7.480 |
| 6666146007 | REFL PAV MRK TY I (Y)24"(SLD)(090MIL) | LF | 1,215.000 | 5.00 | 1 2 3 | 7.580 7.430 7.480 |
| 6666167007 | REFL PAV MRK TY II (W) 4" (BRK) | LF | 83,520.000 | 0.20 | 1 2 3 | 0.150 0.130 0.130 |
| 6666170007 | REFL PAV MRK TY II (W) 4" (SLD) | LF | 196,657.000 | 0.20 | 1 2 3 | 0.150 0.130 0.130 |
| 6666178007 | REFL PAV MRK TY II (W) 8" (SLD) | LF | 2,987.000 | 0.50 | 1 2 3 | 0.300 0.490 0.500 |
| 6666182007 | REFL PAV MRK TY II (W) 24" (SLD) | LF | 2,001.000 | 2.38 | 1 2 3 | 1.080 2.840 2.860 |
| 6666205007 | REFL PAV MRK TY II (Y) 4" (BRK) | LF | 2,700.000 | 0.20 | 1 2 3 | 0.150 0.150 0.150 |
| 6666207007 | REFL PAV MRK TY II (Y) 4" (SLD) | LF | 194,141.000 | 0.20 | 1 2 3 | 0.150 0.130 0.130 |
| 6666214007 | REFL PAV MRK TY II (Y) 24" (SLD) | LF | 1,215.000 | 2.40 | 1 2 3 | 1.080 2.620 2.640 |
| 6666299007 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 50,590.000 | 0.30 | 1 2 3 | 0.340 0.420 0.420 |
| 6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 196,657.000 | 0.32 | 1 2 3 | 0.340 0.370 0.370 |
| 6666311007 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 2,590.000 | 0.30 | 1 2 3 | 0.340 0.390 0.400 |
| 6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 194,141.000 | 0.32 | 1 2 3 | 0.340 0.370 0.370 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 25.000 | 200.00 | 1 2 3 | 352.140 240.350 242.000 |
| 6686078 | PREFAB PAV MRK TY C (W) (DBL ARROW) | EA | 2.000 | 350.00 | 1 2 3 | 704.280 426.080 429.000 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 17.000 | 262.00 | 1 2 3 | 433.400 284.050 286.000 |
| 6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 668.000 | 45.00 | 1 2 3 | 37.920 26.220 26.400 |
| 6726006 | REFL PAV MRKR TY I-A | EA | 286.000 | 4.00 | 1 2 3 | 3.250 3.060 3.080 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 216.700 | 4.00 | 1 2 3 | 3.250 3.060 3.080 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 595.000 | 4.00 | 1 2 3 | 3.250 3.500 3.520 |
| 6726010 | REFL PAV MRKR TY II-C-R | EA | 2,500.300 | 4.00 | 1 2 3 | 3.250 3.060 3.080 |
| 7306107003 | FULL - WIDTH MOWING | CYC | 2.000 | 15,000.00 | 1 2 3 | 3,792.250 39,876.480 14,086.400 |
| 7346002 | LITTER REMOVAL | CYC | 2.000 | 11,000.00 | 1 2 3 | 2,708.750 19,938.240 13,852.570 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 4.000 | 8,000.00 | 1 2 3 | 13,543.750 24,915.380 13,361.850 |
| 61856002 | TMA (STATIONARY) | DAY | 149.000 | 140.00 | 1 2 3 | 433.400 294.620 210.940 |
| 61856003 | TMA (MOBILE OPERATION) | HR | 750.000 | 45.00 | 1 2 3 | 81.260 100.300 70.310 |