|
Item List 041125 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041125 | Primary Project Number | D035001104125 |
| Contract Description | SHERBURNE-FLEMINGSBURG ROAD(KY 11) | ||
| Primary County | FLEMING | Fed/St Number | STPR 5256(18) |
| Vendor ID | 02743 | Vendor Name | RIFLE COAL COMPANY LLC |
| Bid Amount | $ 16,222,061.66 | ||
| SM- Project | D035001104125 |
| Fed/State Number | STPR 5256(18) |
| Project Description | SHERBURNE-FLEMINGSBURG ROAD(KY 11) |
| *********** |
| SM- Project | D035001104125 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | REMOVE PIPE | 01310M | 193.000 |
193.000 |
$14.000 |
M | 0.0 |
| 0020 | ISLAND HEADER CURB TYPE 2 | 01891M | 51.500 |
51.500 |
$66.000 |
M | 0.0 |
| 0030 | DELINEATOR FOR BARRIER-WHITE | 01984 | 100.000 |
100.000 |
$5.000 |
EACH | 0.0 |
| 0040 | REMOVE PAVEMENT | 02091M | 16,496.000 |
16,496.000 |
$2.500 |
SQ M | 0.3 |
| 0050 | ROADWAY EXCAVATION | 02200M | 1,036,532.000 |
1,087,944.000 |
$3.980 |
CU M | 25.4 |
| 0060 | WATER | 02242M | 44,000.000 |
44,000.000 |
$0.150 |
CU M | 0.0 |
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 3,707.130 |
3,707.130 |
$47.710 |
M | 1.1 |
| 0080 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 36.000 |
36.000 |
$39.650 |
EACH | 0.0 |
| 0090 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
8.000 |
$1,971.000 |
EACH | 0.1 |
| 0100 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$2,749.000 |
EACH | 0.1 |
| 0110 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 2.000 |
2.000 |
$540.000 |
EACH | 0.0 |
| 0120 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 22.000 |
22.000 |
$1,746.000 |
EACH | 0.2 |
| 0130 | TEMPORARY GUARDRAIL | 02397M | 4,103.000 |
4,103.000 |
$20.210 |
M | 0.5 |
| 0140 | R/W MARKER RURAL TYPE 2 | 02435 | 286.000 |
0.000 |
$74.300 |
EACH | 0.1 |
| 0150 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | 24.000 |
0.000 |
$68.400 |
EACH | 0.0 |
| 0160 | CLEAN SINKHOLE | 02469 | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 0170 | FILL AND CAP SINKHOLE | 02471M | 10.000 |
10.000 |
$150.000 |
SQ M | 0.0 |
| 0180 | PLUG WATER WELL | 02475 | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
| 0190 | CHANNEL LINING CLASS IA | 02482M | 60.000 |
60.000 |
$143.000 |
MTON | 0.1 |
| 0200 | CHANNEL LINING CLASS II | 02483M | 14,093.000 |
14,093.000 |
$20.500 |
MTON | 1.8 |
| 0210 | CHANNEL LINING CLASS III | 02484M | 4,682.000 |
4,682.000 |
$23.000 |
MTON | 0.7 |
| 0220 | CLEARING AND GRUBBING 80 HA | 02545 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.2 |
| 0230 | SIGNS | 02562M | 725.000 |
725.000 |
$45.000 |
SQ M | 0.2 |
| 0240 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 141,500.000 |
141,500.000 |
$1.050 |
SQ M | 0.9 |
| 0250 | RETAINING WALL-GABION | 02610M | 30.000 |
30.000 |
$186.000 |
CU M | 0.0 |
| 0260 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$107,125.000 |
LS | 0.7 |
| 0270 | TEMPORARY SILT FENCE | 02701M | 17,353.000 |
17,353.000 |
$3.000 |
M | 0.3 |
| 0280 | SILT TRAP TYPE B | 02704 | 216.000 |
216.000 |
$200.000 |
EACH | 0.3 |
| 0290 | SILT CHECK | 02705 | 81.000 |
81.000 |
$75.000 |
EACH | 0.0 |
| 0300 | CLEAN SILT TRAP TYPE B | 02707 | 648.000 |
648.000 |
$15.000 |
EACH | 0.1 |
| 0310 | CLEAN SILT CHECK | 02708 | 243.000 |
243.000 |
$10.000 |
EACH | 0.0 |
| 0320 | CLEAN TEMPORARY SILT FENCE | 02709M | 34,706.000 |
34,706.000 |
$1.000 |
M | 0.2 |
| 0330 | STAKING | 02726 | 1.000 |
1.000 |
$148,000.000 |
LS | 0.9 |
| 0340 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.2 |
| 0350 | CONCRETE BARRIER WALL TYPE 230T | 03171M | 1,177.000 |
1,177.000 |
$31.750 |
M | 0.2 |
| 0360 | WATER LINE-50 MM | 03411M | 560.000 |
980.000 |
$28.900 |
M | 0.1 |
| 0370 | INSTALL WATER METER | 03430 | 1.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0380 | TAPPING SLEEVE & VALVE | 03551 | 1.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0390 | EROSION CONTROL BLANKET | 05950M | 11,408.000 |
11,408.000 |
$1.260 |
SQ M | 0.1 |
| 0400 | TEMP SEEDING AND PROTECTION | 05953M | 87,700.000 |
87,700.000 |
$0.180 |
SQ M | 0.1 |
| 0410 | TOPDRESSING FERTILIZER | 05966M | 4.900 |
4.900 |
$345.600 |
MTON | 0.0 |
| 0420 | SEEDING AND PROTECTION | 05985M | 438,500.000 |
438,500.000 |
$0.230 |
SQ M | 0.6 |
| 0430 | SPECIAL SEEDING CROWN VETCH | 05989M | 51,500.000 |
51,500.000 |
$0.190 |
SQ M | 0.1 |
| 0440 | SODDING | 05990M | 4,229.000 |
4,229.000 |
$3.910 |
SQ M | 0.1 |
| 0450 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 55,760.000 |
55,760.000 |
$0.410 |
M | 0.1 |
| 0460 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 39,340.000 |
39,340.000 |
$0.470 |
M | 0.1 |
| 0470 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 58.000 |
58.000 |
$29.350 |
M | 0.0 |
| 0480 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 6.000 |
6.000 |
$165.000 |
EACH | 0.0 |
| 0490 | PAVE MARKING-PREF THERMO ONLY | 06576 | 3.000 |
3.000 |
$225.000 |
EACH | 0.0 |
| 0500 | CRUSHED STONE BASE | 00003M | 95,331.000 |
93,832.000 |
$15.580 |
MTON | 9.2 |
| 0510 | TRAFFIC BOUND BASE | 00020M | 1,871.000 |
3,871.000 |
$14.000 |
MTON | 0.2 |
| 0520 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 19.000 |
19.000 |
$38.000 |
MTON | 0.0 |
| 0530 | ASPHALT SEAL AGGREGATE | 00100M | 310.100 |
310.100 |
$52.000 |
MTON | 0.1 |
| 0540 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 7,795.000 |
7,614.856 |
$43.590 |
MTON | 2.1 |
| 0550 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 75,173.000 |
3,665.424 |
$43.590 |
MTON | 20.2 |
| 0560 | EMULSIFIED ASPHALT RS-2 | 00291M | 37.400 |
37.400 |
$400.000 |
MTON | 0.1 |
| 0570 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 5,341.000 |
5,341.000 |
$47.050 |
MTON | 1.5 |
| 0580 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 5,866.000 |
5,866.000 |
$47.050 |
MTON | 1.7 |
| 0590 | ENTRANCE PIPE-375 MM | 00440M | 277.500 |
277.500 |
$119.000 |
M | 0.2 |
| 0600 | ENTRANCE PIPE-450 MM | 00441M | 167.900 |
167.900 |
$124.000 |
M | 0.1 |
| 0610 | ENTRANCE PIPE-600 MM | 00443M | 191.500 |
191.500 |
$131.500 |
M | 0.2 |
| 0620 | ENTRANCE PIPE-600 MM EQUIV | 00452M | 10.800 |
10.800 |
$135.000 |
M | 0.0 |
| 0630 | ENTRANCE PIPE-750 MM | 00445M | 138.900 |
138.900 |
$155.000 |
M | 0.1 |
| 0640 | CULVERT PIPE-375 MM | 00461M | 12.200 |
12.200 |
$128.000 |
M | 0.0 |
| 0650 | CULVERT PIPE-450 MM | 00462M | 89.800 |
89.800 |
$135.000 |
M | 0.1 |
| 0660 | CULVERT PIPE-600 MM | 00464M | 246.100 |
246.100 |
$152.000 |
M | 0.2 |
| 0661 | CULVERT PIPE-600 MM CMP | 00464M | 64.800 |
64.800 |
$152.000 |
M | 0.1 |
| 0670 | CULVERT PIPE-750 MM | 00466M | 220.400 |
220.400 |
$175.000 |
M | 0.2 |
| 0680 | CULVERT PIPE-900 MM | 00468M | 148.500 |
148.500 |
$220.000 |
M | 0.2 |
| 0690 | CULVERT PIPE-900 MM CMP | 00468M | 73.900 |
73.900 |
$220.000 |
M | 0.1 |
| 0700 | CULVERT PIPE-1050 MM | 00469M | 74.900 |
74.900 |
$249.000 |
M | 0.1 |
| 0710 | CULVERT PIPE-1050 MM CMP | 00469M | 61.500 |
61.500 |
$249.000 |
M | 0.1 |
| 0720 | CULVERT PIPE-1200 MM | 00470M | 123.500 |
123.500 |
$277.000 |
M | 0.2 |
| 0730 | CULVERT PIPE-1200 MM EQUIV | 00499M | 12.200 |
12.200 |
$300.000 |
M | 0.0 |
| 0740 | CULVERT PIPE-1350 MM | 00471M | 49.000 |
49.000 |
$300.000 |
M | 0.1 |
| 0750 | CULVERT PIPE-1500 MM | 00472M | 84.000 |
84.000 |
$375.000 |
M | 0.2 |
| 0760 | CULVERT PIPE-1650 MM | 00473M | 14.600 |
14.600 |
$470.000 |
M | 0.0 |
| 0770 | CULVERT PIPE-1950 MM | 00475M | 54.700 |
54.700 |
$575.000 |
M | 0.2 |
| 0780 | CULVERT PIPE-1800 MM EQUIV | 00503M | 6.600 |
6.600 |
$535.000 |
M | 0.0 |
| 0790 | METAL END SECTION TY 1-450 MM | 01371M | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0800 | METAL END SECTION TY 1-1350 MM | 01378M | 2.000 |
2.000 |
$6,500.000 |
EACH | 0.1 |
| 0810 | METAL END SECTION TY 3-450 MM | 01391M | 2.000 |
2.000 |
$650.000 |
EACH | 0.0 |
| 0820 | METAL END SECTION TY 3-600 MM | 01393M | 8.000 |
8.000 |
$650.000 |
EACH | 0.0 |
| 0830 | METAL END SECTION TY 3-750 MM | 01394M | 5.000 |
5.000 |
$1,750.000 |
EACH | 0.1 |
| 0840 | METAL END SECTION TY 3-900 MM | 01395M | 3.000 |
4.000 |
$2,300.000 |
EACH | 0.0 |
| 0850 | METAL END SECTION TY 3-1050 MM | 01396M | 5.000 |
5.000 |
$2,600.000 |
EACH | 0.1 |
| 0860 | METAL END SECTION TY 3-1200 MM | 01397M | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.0 |
| 0870 | METAL END SECTION TY 3-1200MM EQ EQ | 20434MD | 3.000 |
3.000 |
$3,850.000 |
EACH | 0.1 |
| 0880 | METAL END SECTION TY 3-1350 MM | 01398M | 1.000 |
1.000 |
$4,200.000 |
EACH | 0.0 |
| 0890 | METAL END SECTION TY 3-1500 MM | 01399M | 4.000 |
4.000 |
$5,700.000 |
EACH | 0.1 |
| 0900 | METAL END SECTION TY 4-600 MM | 01413M | 4.000 |
4.000 |
$800.000 |
EACH | 0.0 |
| 0910 | METAL END SECTION TY 4-900 MM | 01415M | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0920 | METAL END SECTION TY 4-1050 MM | 01416M | 3.000 |
3.000 |
$4,200.000 |
EACH | 0.1 |
| 0930 | METAL END SECTION TY 4-1200 MM | 01417M | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.1 |
| 0940 | METAL END SECTION TY 4-1350 MM | 01418M | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 0950 | METAL END SECTION TY 4-1800MM EQ | 20435MD | 2.000 |
2.000 |
$8,500.000 |
EACH | 0.1 |
| 0960 | S & F BOX INLET-OUTLET-600 MM | 01451M | 2.000 |
2.000 |
$2,350.000 |
EACH | 0.0 |
| 0970 | S & F BOX INLET-OUTLET-750 MM | 01452M | 3.000 |
3.000 |
$3,400.000 |
EACH | 0.1 |
| 0980 | S & F BOX INLET-OUTLET-900 MM | 01453M | 4.000 |
4.000 |
$4,400.000 |
EACH | 0.1 |
| 1000 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.1 |
| 1010 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$2,300.000 |
EACH | 0.0 |
| 1020 | DROP BOX INLET TYPE 2 | 01493 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 1030 | JUNCTION BOX-900 MM | 01645M | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 1040 | SPRING BOX INLET TYPE B | 01670 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 1050 | PERFORATED PIPE-100 MM | 01000M | 387.000 |
387.000 |
$13.000 |
M | 0.0 |
| 1060 | NON-PERFORATED PIPE-100 MM | 01010M | 147.000 |
147.000 |
$13.000 |
M | 0.0 |
| 1070 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 1080 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | 5.000 |
5.000 |
$400.000 |
EACH | 0.0 |
| 1090 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | 12.000 |
12.000 |
$400.000 |
EACH | 0.0 |
| 1200 | CONCRETE-CLASS A | 08100M | 71.480 |
71.480 |
$1,000.000 |
CU M | 0.4 |
| 1210 | STEEL REINFORCEMENT | 08150M | 3,517.000 |
3,517.000 |
$4.410 |
KG | 0.1 |
| 1211 | GRASS SEEDING | 20226MS724 | 2.050 |
2.050 |
$5,515.850 |
HCTR | 0.1 |
| 1213 | CHANNEL LINING CLASS III | 02484M | 408.000 |
408.000 |
$23.000 |
MTON | 0.1 |
| 1760 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
2.000 |
$6,736.000 |
EACH | 0.1 |
| 8000 | CHAIN LINK FENCE-1.8 M | 08711M | 0.000 |
160.000 |
$80.210 |
M | 0.0 |
| 8002 | GUARDRAIL END TREATMENT TYPE 7 MODIFIED | 02371 | 0.000 |
10.000 |
$635.000 |
EACH | 0.0 |
| 8004 | REMOVE STRUCTURE Remove Existing Abutment @ 508+100 Rt. | 02731 | 0.000 |
1.000 |
$7,500.000 |
LS | 0.0 |
| 8005 | JUNCTION BOX-900 MM Modification to North end of Project @508+514 | 01645M | 0.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 8006 | STEEL ENCASEMENT PIPE-100 MM Waterline relocation @ Peratt Property | 01061M | 0.000 |
36.590 |
$87.090 |
M | 0.0 |
| 8007 | OPEN CUT ROADWAY Waterline Relocation @ Peratt Property | 04821M | 0.000 |
10.000 |
$100.000 |
M | 0.0 |
| 8008 | FUEL ADJUSTMENT | 10020NS | 0.000 |
135,873.210 |
$1.000 |
DOLL | 0.0 |
| 8009 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 0.000 |
62.000 |
$15.950 |
EACH | 0.0 |
| 8010 | PAVE STRIPING-TEMP REM TAPE-Y Temporary Striping Tape -- Installation and Removal included | 06551M | 0.000 |
350.000 |
$5.540 |
M | 0.0 |
| 8011 | BARRICADE-TYPE III | 02014 | 0.000 |
12.000 |
$185.000 |
EACH | 0.0 |
| 8012 | ASPHALT PLACEMENT WITH MTV | 00338M | 0.000 |
24,973.460 |
$1.710 |
MTON | 0.0 |
| 8013 | CL1 ASPH BASE 25.0D PG64-22 Base was changed from 19.0 to 25.0 mix | 00211M | 0.000 |
1,618.144 |
$43.590 |
MTON | 0.0 |
| 8014 | CL2 ASPH BASE 25.0D PG64-22 Base was changed from 19.0 to 25.0 mix | 00212M | 0.000 |
71,507.576 |
$43.590 |
MTON | 0.0 |
| 8015 | R/W MARKER RURAL TYPE 1 | 02434 | 0.000 |
286.000 |
$71.400 |
EACH | 0.0 |
| 8016 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 0.000 |
24.000 |
$65.210 |
EACH | 0.0 |
| 8017 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
697,934.850 |
$1.000 |
DOLL | 0.0 |
| 8021 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
19,667.050 |
$1.000 |
DOLL | 0.0 |
| 8022 | ASPH PAVE MILLING & TEXTURING | 02677M | 0.000 |
650.000 |
$27.120 |
MTON | 0.0 |
| 8023 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
75,599.180 |
$1.000 |
DOLL | 0.0 |
| 8024 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 0.000 |
1.000 |
$17,914.290 |
LS | 0.0 |
| 8025 | EDGE KEY | 20992MD | 0.000 |
37.200 |
$116.600 |
M | 0.0 |
| 8027 | COST PLUS WORK | 10080NSD | 0.000 |
29,187.350 |
$1.000 |
DOLL | 0.0 |
Category Total $12,315,065.78 |
| SM- Project | D035001104125 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1220 | CONCRETE-CLASS A | 08100M | 1,959.000 |
2,009.200 |
$523.120 |
CU M | 6.3 |
| 1230 | CONCRETE-CLASS AA | 08104M | 933.000 |
933.000 |
$568.100 |
CU M | 3.3 |
| 1240 | STEEL REINFORCEMENT | 08150M | 132,869.000 |
144,100.000 |
$1.580 |
KG | 1.3 |
| 1250 | STEEL REINF-EPOXY COATED | 08151M | 134,035.000 |
126,577.780 |
$1.720 |
KG | 1.4 |
| 1260 | PRECAST PC I BEAM TYPE 4 | 08634M | 1,093.220 |
1,093.220 |
$550.000 |
M | 3.7 |
| 1270 | TEST PILES | 08033M | 38.000 |
38.000 |
$127.000 |
M | 0.0 |
| 1280 | PILES-STEEL HP310X79 | 08046M | 328.000 |
328.000 |
$117.000 |
M | 0.2 |
| 1290 | CYCLOPEAN STONE RIP RAP | 08019M | 4,601.000 |
4,601.000 |
$23.500 |
MTON | 0.7 |
| 1300 | FABRIC-GEOTEXTILE TYPE I | 02596M | 2,595.000 |
2,595.000 |
$2.500 |
SQ M | 0.0 |
| 1310 | STRUCTURAL STEEL 4559KG-FLAT RUN CR. | 08160 | 1.000 |
1.000 |
$19,000.000 |
LS | 0.1 |
| 1320 | STRUCTURAL STEEL 3705KG-FLEMING CREEK | 08160 | 1.000 |
1.000 |
$33,000.000 |
LS | 0.2 |
| 1330 | STRUCTURE GRANULAR BACKFILL | 02231M | 239.000 |
239.000 |
$26.500 |
CU M | 0.0 |
| 1340 | FOUNDATION PREPARATION 504+789.001 | 08003 | 1.000 |
1.000 |
$14,000.000 |
LS | 0.1 |
| 1350 | FOUNDATION PREPARATION 508+045.326 | 08003 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.2 |
| 1360 | FOUNDATION PREPARATION 501+310.000 | 08003 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 1370 | FOUNDATION PREPARATION 501+575.000 | 08003 | 1.000 |
1.000 |
$2,875.000 |
LS | 0.0 |
| 1380 | FOUNDATION PREPARATION 501+637.000 | 08003 | 1.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 1390 | FOUNDATION PREPARATION 501+932.000 | 08003 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 1400 | FOUNDATION PREPARATION 35+038.000 | 08003 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 1410 | FOUNDATION PREPARATION 504+265.000 | 08003 | 1.000 |
1.000 |
$2,900.000 |
LS | 0.0 |
| 1420 | FOUNDATION PREPARATION 506+981.600 | 08003 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 1430 | FOUNDATION PREPARATION 504+125.000 | 08003 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.0 |
| 1440 | FOUNDATION PREPARATION 506+288.000 | 08003 | 1.000 |
1.000 |
$6,500.000 |
LS | 0.0 |
| 1450 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 1,130.000 |
1,130.000 |
$52.500 |
CU M | 0.4 |
| 1460 | MASONRY COATING | 02998M | 1,319.000 |
1,509.000 |
$10.800 |
SQ M | 0.1 |
| 1470 | GRANULAR EMBANKMENT | 02223M | 137.000 |
137.000 |
$26.500 |
CU M | 0.0 |
| 1750 | PILE POINTS-310 MM | 08094M | 44.000 |
44.000 |
$82.000 |
EACH | 0.0 |
| 8001 | EW~ Restocking fee settlement platforms. 40% restock + $400 s&h | 10090NX | 0.000 |
1.000 |
$2,802.000 |
LS | 0.0 |
| 8003 | CRUSHED AGGREGATE SIZE NO 2 #2's for Bridge Abutments | 00078M | 0.000 |
3,500.000 |
$13.250 |
MTON | 0.0 |
| 8026 | STEEL REINFORCEMENT-EPOXY COATED | 08151M | 0.000 |
7,346.220 |
$0.944 |
KG | 0.0 |
Category Total $2,976,803.80 |
| SM- Project | D035001104125 | CATEGORY NUMBER | 0003 | CATEGORY Description | LANDSCAPING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1212 | EROSION CONTROL BLANKET | 05950M | 3,300.000 |
25,300.000 |
$1.880 |
SQ M | 0.0 |
| 1480 | BLACKHAW SHRUB | 20436MS724 | 466.000 |
466.000 |
$8.580 |
EACH | 0.0 |
| 1490 | SUMAC SHRUB | 20437MS724 | 466.000 |
466.000 |
$8.580 |
EACH | 0.0 |
| 1500 | ROUGH LEAF DOGWOOD SHRUB | 20438MS724 | 466.000 |
466.000 |
$8.580 |
EACH | 0.0 |
| 1510 | CHINQUAPIN OAK TREE | 20439MS724 | 1,337.000 |
1,337.000 |
$8.580 |
EACH | 0.1 |
| 1520 | WHITE ASH TREE | 20440MS724 | 1,744.000 |
1,744.000 |
$8.580 |
EACH | 0.1 |
| 1530 | AMERICAN SYCAMORE | 20050ES724 | 1,116.000 |
1,116.000 |
$8.580 |
EACH | 0.1 |
| 1540 | SHUMARD OAK | 20065ES724 | 1,410.000 |
1,410.000 |
$8.580 |
EACH | 0.1 |
| 1550 | SILKY DOGWOOD | 20237MS724 | 145.000 |
145.000 |
$8.580 |
EACH | 0.0 |
| 1560 | SILVER MAPLE | 20441MS724 | 635.000 |
635.000 |
$27.080 |
EACH | 0.1 |
| 1570 | GREEN ASH | 20235MS724 | 145.000 |
145.000 |
$8.580 |
EACH | 0.0 |
| 1580 | SANDBAR WILLOW | 20442MS724 | 2,489.000 |
2,489.000 |
$8.580 |
EACH | 0.1 |
| 1590 | AMERICAN SYCAMORE CONTAINER GROWN 1.2M-2.4M | 20050ES724 | 440.000 |
440.000 |
$27.080 |
EACH | 0.1 |
| 1600 | FLOWERING DOGWOOD | 20015ES724 | 1,853.000 |
1,853.000 |
$8.580 |
EACH | 0.1 |
| 1610 | RED MAPLE | 20443MS724 | 506.000 |
506.000 |
$8.580 |
EACH | 0.0 |
| 1620 | BLACK GUM | 20444MS724 | 829.000 |
829.000 |
$8.580 |
EACH | 0.0 |
| 1630 | ROUGH LEAF DOGWOOD SHRUB 0.45M-0.9M TALL | 20438MS724 | 830.000 |
830.000 |
$8.580 |
EACH | 0.0 |
| 1640 | SMOOTH SUMAC | 20445MS724 | 1,482.000 |
1,482.000 |
$8.580 |
EACH | 0.1 |
| 1650 | ELDERBERRY | 20446MS724 | 830.000 |
830.000 |
$8.580 |
EACH | 0.0 |
| 1660 | WITCH-HAZEL | 20447MS724 | 830.000 |
830.000 |
$8.580 |
EACH | 0.0 |
| 1670 | AMERICAN HAZEL | 20448MS724 | 830.000 |
830.000 |
$8.580 |
EACH | 0.0 |
| 1680 | SHAGBARK HICKORY | 20449MS724 | 221.000 |
221.000 |
$8.580 |
EACH | 0.0 |
| 1700 | WHITE OAK | 20451MS724 | 221.000 |
221.000 |
$8.580 |
EACH | 0.0 |
Category Total $191,608.28 |
| SM- Project | D035001104125 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1710 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$503,895.640 |
LS | 3.1 |
| 1720 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$232,288.160 |
LS | 1.4 |
Category Total $736,183.80 |
| SM- Project | D035001104125 | CATEGORY NUMBER | 0005 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1730 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
| 1740 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $2,400.00 |
| SM- Project | D035001104125 | CATEGORY NUMBER | 0006 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8019 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
135,127.300 |
$1.000 |
DOLL | 0.0 |
| 8020 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
34,069.430 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | D035001104125 | CATEGORY NUMBER | 0007 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS FY009 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8028 | ASPHALT ADJUSTMENT FY09 | 10030NS | 0.000 |
6,615.720 |
$1.000 |
DOLL | 0.0 |
| 8029 | FUEL ADJUSTMENT FY09 | 10020NS | 0.000 |
27,451.680 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |