Tabulation of Bids for Project NH 2017(276)
Last Update: Friday, November 4, 2016
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| County: | WARD | Let Date: | 11/04/16 |
| Type: | UPGRADES TO MEET FREEWAY STANDARDS | Seq No: | 3203 |
| Time: | 351 WORKING DAYS | Project ID: | NH 2017(276) |
| Highway: | IH 20 | Contract #: | 11163203 |
| Length: | 9.026 | CCSJ: | 0004-04-087 |
| Limits: | |||
| From: | 1.5 MILES WEST OF FM 1927 | Check: | $100,000.00 |
| To: | FM 1219 | Misc Cost: | $36,000.00 |
| Estimate | $19,958,280.79 | % Over/Under | Company |
| Bidder 1 | $13,195,417.33 | -33.89% | JONES BROS. DIRT & PAVING CONTRACTORS, INC. |
| Bidder 2 | $14,109,228.98 | -29.31% | FNF CONSTRUCTION, INC. |
| Bidder 3 | $14,714,677.29 | -26.27% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Bidder 4 | $15,864,782.76 | -20.51% | PRICE CONSTRUCTION, LTD. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1046009 | REMOVING CONC (RIPRAP) | SY | 34.000 | 35.00 | 1 2 3 4 |
8.800 68.000 150.000 41.170 |
| 1046021 | REMOVING CONC (CURB) | LF | 228.000 | 6.00 | 1 2 3 4 |
8.800 23.750 20.000 9.590 |
| 1056005 | REMOVING STAB BASE AND ASPH PAV (3") | SY | 1778.000 | 8.00 | 1 2 3 4 |
9.450 7.000 6.000 6.190 |
| 1056018 | REMOVING STAB BASE AND ASPH PAV (7") | SY | 2444.000 | 3.00 | 1 2 3 4 |
7.420 8.000 6.500 7.400 |
| 1056038 | REMOVING STAB BASE AND ASPH PAV (11") | SY | 2667.000 | 11.00 | 1 2 3 4 |
8.840 9.250 7.000 11.080 |
| 1056074 | REMOVING STAB BASE AND ASPH PAV (4") | SY | 120894.000 | 3.00 | 1 2 3 4 |
1.660 5.000 2.100 2.740 |
| 1056105 | REMOVING STAB BASE AND ASPH PAV (15") | SY | 3667.000 | 7.00 | 1 2 3 4 |
10.750 9.750 8.000 12.940 |
| 1056119 | RMV TRT BASE & ASPH PAV (0" - 19") | SY | 46046.000 | 10.00 | 1 2 3 4 |
6.100 6.500 3.500 12.770 |
| 1106001 | EXCAVATION (ROADWAY) | CY | 901.000 | 17.00 | 1 2 3 4 |
14.790 18.000 20.000 8.380 |
| 1326003 | EMBANKMENT (FINAL) (ORD COMP) (TY B) | CY | 1168.000 | 16.00 | 1 2 3 4 |
14.060 48.000 15.000 9.330 |
| 1346002 | BACKFILL (TY B) | STA | 945.000 | 330.00 | 1 2 3 4 |
291.000 121.000 150.000 130.500 |
| 1506002 | BLADING | HR | 100.000 | 50.00 | 1 2 3 4 |
425.000 127.000 250.000 191.280 |
| 2166001 | PROOF ROLLING | HR | 100.000 | 160.00 | 1 2 3 4 |
175.000 76.000 250.000 108.880 |
| 3106005 | PRIME COAT (AE - P) | GAL | 35641.000 | 4.00 | 1 2 3 4 |
3.110 4.000 2.750 3.240 |
| 3166007 | ASPH (A - R TYPE II) | GAL | 247258.000 | 4.00 | 1 2 3 4 |
2.180 3.250 4.000 2.300 |
| 3166126 | AGGR (TY - PB GR - 4 SAC - A) | CY | 4120.000 | 100.00 | 1 2 3 4 |
101.000 115.000 88.000 123.830 |
| 3446099 | SUPERPAVE MIXTURES SP - B SAC - A PG70 - | TON | 74498.000 | 115.00 | 1 2 3 4 |
63.500 64.250 68.000 78.670 |
| 3446174 | SUPRPAV MIX SP - D SAC - A PG70 - 22 (LV | TON | 511.000 | 85.00 | 1 2 3 4 |
125.000 130.000 155.000 176.000 |
| 3466040 | STONE - MTRX - ASPH SMAR - F SAC - A | TON | 37115.000 | 120.00 | 1 2 3 4 |
99.500 83.000 99.000 110.000 |
| 3546045 | PLANE ASPH CONC PAV (2") | SY | 387268.000 | 2.00 | 1 2 3 4 |
1.050 1.500 1.000 0.830 |
| 3546048 | PLANE ASPH CONC PAV (3") | SY | 120894.000 | 3.00 | 1 2 3 4 |
1.400 1.300 1.250 1.460 |
| 3546100 | PLANE ASPH CONC PAV (5") | SY | 23444.000 | 5.00 | 1 2 3 4 |
4.470 4.000 4.000 3.770 |
| 3546152 | PLANE ASPH CONC PAV (9") | SY | 13717.000 | 6.00 | 1 2 3 4 |
5.370 5.000 4.500 5.080 |
| 3546195 | PLANE ASPH CONC PAV (0" TO 9") | SY | 24719.000 | 7.00 | 1 2 3 4 |
4.020 2.500 2.300 2.550 |
| 4166002 | DRILL SHAFT (24 IN) | LF | 76.000 | 150.00 | 1 2 3 4 |
143.000 140.000 132.000 120.750 |
| 4166015 | DRILL SHAFT (NON - REINFORCED) (12 IN) | LF | 108.000 | 60.00 | 1 2 3 4 |
93.500 110.000 109.000 99.750 |
| 4206066 | CL C CONC (RAIL FOUNDATION) | CY | 34.000 | 350.00 | 1 2 3 4 |
1298.000 850.000 2000.000 1239.000 |
| 4326001 | RIPRAP (CONC) (4 IN) | CY | 4.000 | 425.00 | 1 2 3 4 |
1222.100 1000.000 1380.000 1166.550 |
| 4506014 | RAIL (TY T551) | LF | 240.000 | 80.00 | 1 2 3 4 |
206.800 160.000 368.000 197.400 |
| 5006001 | MOBILIZATION | LS | 1.000 | 1304000.00 | 1 2 3 4 |
625000.000 1406534.690 1336103.000 1300000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 16.000 | 7500.00 | 1 2 3 4 |
10000.000 10000.000 40000.000 19050.000 |
| 5066042003 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 3000.000 | 11.00 | 1 2 3 4 |
12.000 10.000 6.000 6.670 |
| 5066043003 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 3000.000 | 2.00 | 1 2 3 4 |
3.000 4.000 1.000 1.390 |
| 5126067 | PTB (FRN & INSTL) (F SHAPE) (TY 1) OR (S | LF | 1500.000 | 60.00 | 1 2 3 4 |
20.900 46.000 20.000 113.080 |
| 5126069 | PTB (MOVE) (F SHAPE) (TY 1) OR (STL) | LF | 3000.000 | 25.00 | 1 2 3 4 |
12.100 13.000 13.000 22.720 |
| 5126071 | PTB (REMOVE) (F SHAPE) (TY 1) OR (STL) | LF | 1500.000 | 30.00 | 1 2 3 4 |
13.750 23.000 10.000 38.570 |
| 5296001 | CONC CURB (TY I) | LF | 228.000 | 11.00 | 1 2 3 4 |
73.700 35.000 58.000 70.350 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 173811.000 | 0.13 | 1 2 3 4 |
0.120 0.120 0.100 0.080 |
| 5406002 | MTL W - BEAM GD FEN (STEEL POST) | LF | 3125.000 | 25.00 | 1 2 3 4 |
20.900 21.000 20.000 22.050 |
| 5406006 | MTL BEAM GD FEN TRANS (THRIE - BEAM) | EA | 6.000 | 1750.00 | 1 2 3 4 |
1760.000 1300.000 1300.000 2205.000 |
| 5406016 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 5.000 | 1200.00 | 1 2 3 4 |
1100.000 930.000 950.000 1102.500 |
| 5406018 | MTL BM GD FEN TRANS (NON - SYM) | EA | 1.000 | 1400.00 | 1 2 3 4 |
880.000 710.000 725.000 945.000 |
| 5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 3175.000 | 5.00 | 1 2 3 4 |
3.300 1.000 1.000 3.150 |
| 5426002 | REMOVE TERMINAL ANCHOR SECTION | EA | 9.000 | 240.00 | 1 2 3 4 |
110.000 100.000 98.000 315.000 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 10.000 | 2600.00 | 1 2 3 4 |
2200.000 2100.000 2000.000 2730.000 |
| 5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 10.000 | 375.00 | 1 2 3 4 |
220.000 175.000 173.000 315.000 |
| 5456001 | CRASH CUSH ATTEN (INSTL) | EA | 1.000 | 20000.00 | 1 2 3 4 |
6600.000 15000.000 8000.000 10500.000 |
| 5456003 | CRASH CUSH ATTEN (MOVE & RESET) | EA | 2.000 | 5000.00 | 1 2 3 4 |
1650.000 1000.000 1625.000 2100.000 |
| 5456005 | CRASH CUSH ATTEN (REMOVE) | EA | 1.000 | 1700.00 | 1 2 3 4 |
550.000 1000.000 700.000 1050.000 |
| 6366002 | ALUMINUM SIGNS (TY G) | SF | 1916.000 | 32.00 | 1 2 3 4 |
22.000 24.000 24.000 22.050 |
| 6446001 | IN SM RD SN SUP & AM TY10BWG (1) SA (P) | EA | 95.000 | 680.00 | 1 2 3 4 |
649.000 475.000 500.000 451.500 |
| 6446004 | IN SM RD SN SUP & AM TY10BWG (1) SA (T) | EA | 3.000 | 840.00 | 1 2 3 4 |
902.000 650.000 644.000 588.000 |
| 6446033 | IN SM RD SN SUP & AM TYS80 (1) SA (U) | EA | 1.000 | 1150.00 | 1 2 3 4 |
1100.000 850.000 863.000 787.500 |
| 6446064 | IN BRIDGE MNT CLEARANCE SGN ASSM (TY N) | EA | 4.000 | 2100.00 | 1 2 3 4 |
2156.000 3000.000 2875.000 2625.000 |
| 6446076 | REMOVE SM RD SN SUP & AM | EA | 99.000 | 130.00 | 1 2 3 4 |
200.000 60.000 58.000 52.500 |
| 6446077 | REMOVE BRDG MNT CLEARANCE SIGN ASSM | EA | 4.000 | 600.00 | 1 2 3 4 |
550.000 300.000 288.000 262.500 |
| 6476001 | INSTALL LRSS (STRUCT STEEL) | LB | 10343.100 | 6.25 | 1 2 3 4 |
5.500 6.000 6.000 5.250 |
| 6476003 | REMOVE LRSA | EA | 24.000 | 810.00 | 1 2 3 4 |
385.000 510.000 518.000 472.500 |
| 6586001 | INSTL DEL ASSM (D - SW) SZ 1 (FLX) GND | EA | 214.000 | 110.00 | 1 2 3 4 |
88.000 110.000 114.000 21.000 |
| 6586060 | REMOVE DELIN & OBJECT MARKER ASSMS | EA | 214.000 | 40.00 | 1 2 3 4 |
25.000 20.000 37.000 5.250 |
| 6626004 | WK ZN PAV MRK NON - REMOV (W) 4" (SLD) | LF | 191304.000 | 0.16 | 1 2 3 4 |
0.110 0.120 0.130 0.120 |
| 6626034 | WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) | LF | 191304.000 | 0.20 | 1 2 3 4 |
0.110 0.120 0.130 0.120 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 14350.000 | 1.10 | 1 2 3 4 |
1.750 2.000 2.300 1.970 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 9566.000 | 1.05 | 1 2 3 4 |
1.750 2.000 2.300 2.080 |
| 6666035 | REFL PAV MRK TY I (W) 8" (SLD) (090MIL) | LF | 3532.000 | 0.40 | 1 2 3 4 |
0.830 0.550 0.600 0.550 |
| 6666299 | RE PM W / RET REQ TY I (W) 4" (BRK) (090 | LF | 23914.000 | 0.20 | 1 2 3 4 |
0.350 0.290 0.300 0.270 |
| 6666302 | RE PM W / RET REQ TY I (W) 4" (SLD) (090 | LF | 107685.000 | 0.27 | 1 2 3 4 |
0.340 0.290 0.300 0.260 |
| 6666314 | RE PM W / RET REQ TY I (Y) 4" (SLD) (090 | LF | 107685.000 | 0.22 | 1 2 3 4 |
0.340 0.290 0.300 0.260 |
| 6726010 | REFL PAV MRKR TY II - C - R | EA | 1375.000 | 3.20 | 1 2 3 4 |
2.920 3.250 3.500 3.150 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 4.000 | 17000.00 | 1 2 3 4 |
18700.000 19880.000 17800.000 20513.840 |
| 60796002001 | AUTO PORT SMRT TRF MONITOR SYS (PLAN 1) | DAY | 303.000 | 500.00 | 1 2 3 4 |
534.600 400.000 275.000 265.550 |
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