|
Item List 030002 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030002 | Primary Project Number | X059130304001 |
| Contract Description | TURKEYFOOT ROAD (KY1303) | ||
| Primary County | KENTON | Federal/State Number | STPM 8122 (20) |
| Vendor ID | 00117 | Vendor Name | EATON ASPHALT PAVING CO INC AND SUBSIDIARY |
| Bid Amount | $ 7,515,984.86 | ||
| SM- Project | X059130304001 |
| Fed/State Number | STPM 8122 (20) |
| Project Description | TURKEYFOOT ROAD (KY1303) |
| *********** |
| SM- Project | X059130304001 | CATEGORY NUMBER | 0003 | CATEGORY Description | SEWER | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1290 | 0112 | RECONSTRUCT MANHOLE | 01789 | 2.000 |
2.000 |
$1,060.000 |
EACH | 0.0 |
| 1300 | 0113 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 2.000 |
3.000 |
$540.000 |
EACH | 0.0 |
| 1360 | 0114 | REPLACE MANHOLE | 09772 | 1.000 |
1.000 |
$3,052.000 |
EACH | 0.0 |
| 1280 | 0115 | FILL AND CAP MANHOLE | 01786 | 11.000 |
11.000 |
$350.000 |
EACH | 0.1 |
| 1310 | 0116 | SANITARY SEWER MANHOLE | 01799 | 19.000 |
14.000 |
$2,150.000 |
EACH | 0.5 |
| 1350 | 0117 | TAP MANHOLE | 09074 | 1.000 |
1.000 |
$540.000 |
EACH | 0.0 |
| 1370 | 0118 | TAP PUMP STATION | 09774 | 1.000 |
0.000 |
$540.000 |
EACH | 0.0 |
| 1330 | 0119 | PVC PIPE-200 MM | 03387M | 461.000 |
320.570 |
$167.000 |
M | 1.0 |
| 1250 | 0120 | DUCTILE IRON PIPE-200 MM | 01095M | 200.000 |
197.430 |
$204.000 |
M | 0.5 |
| 1380 | 0121 | PVC | 09785 | 9.000 |
5.000 |
$43.000 |
EACH | 0.0 |
| 1390 | 0122 | DI TEE | 09786 | 1.000 |
0.000 |
$295.000 |
EACH | 0.0 |
| 1260 | 0123 | PLUG PIPE (200 MM) | 01314 | 2.000 |
2.000 |
$160.000 |
EACH | 0.0 |
| 1270 | 0124 | PLUG PIPE (300 MM) | 01314 | 1.000 |
1.000 |
$270.000 |
EACH | 0.0 |
| 1320 | 0125 | PVC PIPE-100 MM | 03383M | 10.000 |
32.360 |
$107.000 |
M | 0.0 |
| 1340 | 0126 | CONCRETE ENCASEMENT | 09042M | 3.000 |
0.000 |
$270.000 |
M | 0.0 |
| 8030 | 8030 | SANITARY SEWER MANHOLE (MOD) | 01799 | 0.000 |
6.000 |
$2,416.860 |
EACH | 0.0 |
| 8031 | 8031 | PVC PIPE-200 MM (MOD) | 03387M | 0.000 |
153.010 |
$183.680 |
M | 0.0 |
| 8032 | 8032 | DUCTILE IRON PIPE-200 MM (MOD) | 01095M | 0.000 |
2.570 |
$244.200 |
M | 0.0 |
| 8033 | 8033 | PVC TEE (MOD) | 09785 | 0.000 |
4.000 |
$65.940 |
EACH | 0.0 |
| 8034 | 8034 | DI TEE (MOD) | 09786 | 0.000 |
1.000 |
$397.640 |
EACH | 0.0 |
| 8035 | 8035 | CONCRETE ENCASEMENT (MOD) | 09042M | 0.000 |
3.000 |
$312.260 |
M | 0.0 |
| 8091 | 8091 | COST PLUS WORK REPLACE SANITARY MANHOLE | 10080NS | 0.000 |
1.000 |
$4,922.530 |
LS | 0.0 |
Category Total $172,971.00 |
| SM- Project | X059130304001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0570 | 0001 | ROADWAY EXCAVATION REVISED 1-13-2003 | 02200M | 100,268.000 |
104,255.070 |
$6.630 |
CU M | 8.8 |
| 0580 | 0002 | GRANULAR EMBANKMENT | 02223M | 9.000 |
9.000 |
$98.000 |
CU M | 0.0 |
| 0590 | 0003 | WATER | 02242M | 10,000.000 |
10,000.000 |
$0.550 |
CU M | 0.1 |
| 1040 | 0004 | CONCRETE-CLASS A | 08100M | 2.860 |
2.860 |
$1,075.000 |
CU M | 0.0 |
| 1050 | 0005 | STEEL REINFORCEMENT | 08150M | 98.000 |
98.000 |
$5.000 |
KG | 0.0 |
| 0730 | 0006 | SAFELOADING | 02690M | 6.300 |
45.300 |
$215.000 |
CU M | 0.0 |
| 0890 | 0007 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 22,174.000 |
39,574.000 |
$0.500 |
M | 0.1 |
| 0900 | 0008 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 15,098.000 |
15,818.000 |
$0.450 |
M | 0.1 |
| 0910 | 0009 | PAVE STRIPING-PERM PAINT-150MM | 06515M | 854.000 |
0.000 |
$1.000 |
M | 0.0 |
| 0920 | 0010 | PAVE STRIPING REMOVAL-100 MM | 06530M | 8,000.000 |
8,000.000 |
$1.300 |
M | 0.1 |
| 0930 | 0011 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | 209.000 |
414.000 |
$16.850 |
M | 0.0 |
| 0940 | 0012 | PAVE MARKING-DOTTED LANE EXTEN | 06572M | 44.000 |
44.000 |
$1.350 |
M | 0.0 |
| 0950 | 0013 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 0960 | 0014 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 58.000 |
58.000 |
$75.000 |
EACH | 0.1 |
| 0970 | 0015 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 1.000 |
1.000 |
$120.000 |
EACH | 0.0 |
| 0980 | 0016 | PAVE MARKING-PREF THERMO ONLY | 06576 | 9.000 |
11.000 |
$100.000 |
EACH | 0.0 |
| 1070 | 0017 | PAVE MARKING-BICYCLE SYMBOL | 09400 | 23.000 |
23.000 |
$172.000 |
EACH | 0.1 |
| 0990 | 0018 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 41.000 |
41.000 |
$5.000 |
EACH | 0.0 |
| 1000 | 0019 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 931.000 |
931.000 |
$4.800 |
EACH | 0.1 |
| 1010 | 0020 | PAVEMENT MARKER TYPE V-MW | 06589 | 326.000 |
326.000 |
$17.750 |
EACH | 0.1 |
| 1020 | 0021 | PAVEMENT MARKER TYPE V-BY | 06591 | 449.000 |
449.000 |
$17.750 |
EACH | 0.1 |
| 0830 | 0022 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$535.000 |
EACH | 0.0 |
| 0670 | 0023 | SIGNS | 02562M | 174.000 |
174.000 |
$52.000 |
SQ M | 0.1 |
| 0720 | 0024 | LANE CLOSURE | 02653 | 11.000 |
11.000 |
$580.000 |
EACH | 0.1 |
| 0540 | 0025 | REMOVE PAVEMENT | 02091M | 1,058.000 |
1,058.000 |
$4.350 |
SQ M | 0.1 |
| 0350 | 0026 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$970.000 |
EACH | 0.0 |
| 0620 | 0027 | CLEAN SINKHOLE | 02469 | 5.000 |
0.000 |
$1,600.000 |
EACH | 0.1 |
| 0630 | 0028 | PLUG WATER WELL | 02475 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.0 |
| 0180 | 0029 | CULVERT PIPE-300 MM | 00460M | 1.350 |
1.350 |
$920.000 |
M | 0.0 |
| 0190 | 0030 | CULVERT PIPE-375 MM | 00461M | 8.870 |
8.870 |
$110.000 |
M | 0.0 |
| 0200 | 0031 | CULVERT PIPE-1050 MM | 00469M | 26.480 |
26.480 |
$240.000 |
M | 0.1 |
| 0210 | 0032 | CULVERT PIPE-1500 MM | 00472M | 10.670 |
10.670 |
$393.000 |
M | 0.1 |
| 1110 | 0033 | CULVERT PIPE-250 MM | 09787M | 13.040 |
13.040 |
$540.000 |
M | 0.1 |
| 0220 | 0034 | STORM SEWER PIPE-300 MM | 00520M | 21.270 |
113.700 |
$115.000 |
M | 0.0 |
| 0230 | 0035 | STORM SEWER PIPE-375 MM | 00521M | 57.000 |
74.960 |
$95.000 |
M | 0.1 |
| 0240 | 0036 | STORM SEWER PIPE-450 MM | 00522M | 2,140.000 |
2,196.460 |
$90.000 |
M | 2.6 |
| 0250 | 0037 | STORM SEWER PIPE-600 MM | 00524M | 810.690 |
810.690 |
$117.000 |
M | 1.3 |
| 0260 | 0038 | STORM SEWER PIPE-750 MM | 00526M | 473.000 |
473.000 |
$172.000 |
M | 1.1 |
| 0270 | 0039 | STORM SEWER PIPE-1050 MM | 00529M | 385.200 |
385.200 |
$220.000 |
M | 1.1 |
| 0160 | 0040 | ENTRANCE PIPE-375 MM | 00440M | 24.400 |
24.400 |
$135.000 |
M | 0.0 |
| 0170 | 0041 | ENTRANCE PIPE-450 MM | 00441M | 37.100 |
37.100 |
$120.000 |
M | 0.1 |
| 0280 | 0042 | PERFORATED PIPE-100 MM | 01000M | 5,102.000 |
5,102.000 |
$14.500 |
M | 1.0 |
| 0300 | 0043 | NON-PERFORATED PIPE-100 MM | 01010M | 147.840 |
147.840 |
$34.000 |
M | 0.1 |
| 0290 | 0044 | PERFORATED PIPE-200 MM | 01002M | 101.000 |
101.000 |
$21.000 |
M | 0.0 |
| 0310 | 0045 | NON-PERFORATED PIPE-200 MM | 01012M | 40.000 |
40.000 |
$24.500 |
M | 0.0 |
| 0320 | 0046 | PERF PIPE HEADWALL TY 1-8 INCH 1-200 MM | 01022 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0330 | 0047 | PERF PIPE HEADWALL TY 2-8 INCH 2-200 MM | 01026 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0340 | 0048 | PERF PIPE HEADWALL TY 3-8 INCH 3-200 MM | 01030 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0410 | 0049 | CURB BOX INLET TYPE A | 01456 | 80.000 |
81.000 |
$2,400.000 |
EACH | 2.6 |
| 0420 | 0050 | DROP BOX INLET TYPE 1 | 01490 | 9.000 |
9.000 |
$1,800.000 |
EACH | 0.2 |
| 0430 | 0051 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0440 | 0052 | DROP BOX INLET TYPE 7 | 01538 | 3.000 |
3.000 |
$3,450.000 |
EACH | 0.1 |
| 0450 | 0053 | DROP BOX INLET TYPE 11 | 01544 | 6.000 |
10.000 |
$1,890.000 |
EACH | 0.2 |
| 0460 | 0054 | DROP BOX INLET TYPE 12 | 01547M | 6.000 |
6.000 |
$230.000 |
M | 0.0 |
| 0360 | 0055 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$1,290.000 |
EACH | 0.0 |
| 0370 | 0056 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 4.000 |
5.000 |
$1,290.000 |
EACH | 0.1 |
| 0380 | 0057 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$1,510.000 |
EACH | 0.0 |
| 0390 | 0058 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
| 0400 | 0059 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.0 |
| 0470 | 0060 | JUNCTION BOX-18 INCH | 01642 | 2.000 |
3.000 |
$1,200.000 |
EACH | 0.0 |
| 0560 | 0061 | PAVED DITCH TYPE 1 | 02157M | 35.100 |
0.000 |
$52.000 |
SQ M | 0.0 |
| 0480 | 0062 | MANHOLE TYPE A | 01756 | 9.000 |
10.000 |
$2,000.000 |
EACH | 0.2 |
| 0490 | 0063 | MANHOLE TYPE C | 01767 | 2.000 |
4.000 |
$3,600.000 |
EACH | 0.1 |
| 0870 | 0064 | SEEDING AND PROTECTION | 05985M | 105,098.000 |
105,098.000 |
$0.400 |
SQ M | 0.6 |
| 0850 | 0065 | TEMP SEEDING AND PROTECTION | 05953M | 14,000.000 |
110,000.000 |
$0.300 |
SQ M | 0.1 |
| 0880 | 0066 | SODDING | 05990M | 35,000.000 |
50,000.000 |
$3.650 |
SQ M | 1.7 |
| 0860 | 0067 | TOPDRESSING FERTILIZER | 05966M | 7.900 |
7.900 |
$580.000 |
MTON | 0.1 |
| 0840 | 0068 | EROSION CONTROL BLANKET | 05950M | 3,058.000 |
3,058.000 |
$1.750 |
SQ M | 0.1 |
| 0760 | 0069 | SILT TRAP TYPE B | 02704 | 2.000 |
12.000 |
$540.000 |
EACH | 0.0 |
| 0780 | 0070 | CLEAN SILT TRAP TYPE B | 02707 | 6.000 |
26.000 |
$400.000 |
EACH | 0.0 |
| 0770 | 0071 | SILT CHECK | 02705 | 93.000 |
93.000 |
$80.000 |
EACH | 0.1 |
| 0790 | 0072 | CLEAN SILT CHECK | 02708 | 279.000 |
279.000 |
$32.000 |
EACH | 0.1 |
| 0740 | 0073 | TEMPORARY SILT FENCE | 02701M | 1,806.000 |
1,806.000 |
$7.000 |
M | 0.2 |
| 0800 | 0074 | CLEAN TEMPORARY SILT FENCE | 02709M | 5,418.000 |
5,418.000 |
$4.800 |
M | 0.3 |
| 0640 | 0075 | CHANNEL LINING CLASS II | 02483M | 217.000 |
328.370 |
$21.000 |
MTON | 0.1 |
| 0650 | 0076 | CHANNEL LINING CLASS III | 02484M | 523.000 |
523.000 |
$21.000 |
MTON | 0.1 |
| 0690 | 0077 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 2,951.000 |
320.020 |
$2.000 |
SQ M | 0.1 |
| 0600 | 0078 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 92.000 |
92.000 |
$65.000 |
EACH | 0.1 |
| 0610 | 0079 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | 6.000 |
6.000 |
$54.000 |
EACH | 0.0 |
| 1080 | 0080 | SEGMENTAL BLOCK RETAINING WALL | 09782M | 13.200 |
13.200 |
$540.000 |
SQ M | 0.1 |
| 1030 | 0081 | RETAINING WALL | 08018M | 88.000 |
0.000 |
$270.000 |
SQ M | 0.3 |
| 1090 | 0082 | CONCRETE BARRIER | 09783M | 35.000 |
0.000 |
$320.000 |
M | 0.1 |
| 1060 | 0083 | HANDRAIL-HIGH STRENGTH | 08255M | 35.000 |
0.000 |
$380.000 |
M | 0.2 |
| 1100 | 0084 | WALL | 09784 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.4 |
| 0500 | 0085 | STANDARD CURB AND GUTTER | 01810M | 5,650.510 |
1,132.870 |
$35.000 |
M | 2.6 |
| 0510 | 0086 | STANDARD INTEGRAL CURB | 01830M | 560.220 |
84.670 |
$11.000 |
M | 0.1 |
| 0680 | 0087 | EDGE KEY MODIFIED | 02585M | 83.560 |
83.560 |
$71.000 |
M | 0.1 |
| 0810 | 0088 | SIDEWALK-100 MM CONCRETE | 02720M | 8,028.100 |
1,300.460 |
$32.000 |
SQ M | 3.4 |
| 0550 | 0089 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 1,693.900 |
768.350 |
$42.000 |
SQ M | 0.9 |
| 0520 | 0090 | JPC PAVEMENT-150 MM | 02075M | 2,301.000 |
685.800 |
$37.000 |
SQ M | 1.1 |
| 0530 | 0091 | JPC PAVEMENT-200 MM | 02084M | 3,119.000 |
394.350 |
$43.000 |
SQ M | 1.8 |
| 0060 | 0092 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 3.000 |
3.000 |
$240.000 |
MTON | 0.0 |
| 0010 | 0093 | D G A BASE | 00001M | 22,277.000 |
6,538.880 |
$12.500 |
MTON | 3.7 |
| 0050 | 0094 | TRAFFIC BOUND BASE | 00020M | 15,000.000 |
2,993.280 |
$13.900 |
MTON | 2.8 |
| 0070 | 0095 | LEVELING & WEDGING PG64-22 | 00190M | 1,254.000 |
0.000 |
$42.500 |
MTON | 0.7 |
| 0150 | 0096 | ASPHALT CURING SEAL | 00358M | 126.000 |
124.210 |
$220.000 |
MTON | 0.4 |
| 0040 | 0097 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 13,339.000 |
1,433.630 |
$28.200 |
MTON | 5.0 |
| 0020 | 0098 | LIME STABILIZED ROADBED | 00013M | 62,974.000 |
61,350.700 |
$1.900 |
SQ M | 1.6 |
| 0030 | 0099 | LIME | 00014M | 1,335.000 |
1,300.600 |
$97.000 |
MTON | 1.7 |
| 0750 | 0100 | SAND FOR BLOTTER | 02702M | 170.000 |
165.620 |
$13.000 |
MTON | 0.0 |
| 0080 | 0101 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 791.000 |
138.490 |
$60.500 |
MTON | 0.6 |
| 0090 | 0102 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 2,920.000 |
805.260 |
$36.600 |
MTON | 1.4 |
| 0100 | 0103 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | 27,188.000 |
4,209.340 |
$33.600 |
MTON | 12.2 |
| 0110 | 0104 | CL3 ASPH BASE 19.0D PG76-22 | 00225M | 9,955.000 |
1,200.180 |
$35.250 |
MTON | 4.7 |
| 0120 | 0105 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 394.000 |
36.100 |
$91.750 |
MTON | 0.5 |
| 0130 | 0106 | CL2 ASPH SURF 9.50C PG64-22 | 00304M | 878.000 |
244.290 |
$48.000 |
MTON | 0.6 |
| 0140 | 0107 | CL3 ASPH SURF 12.5A PG76-22 | 00332M | 5,568.000 |
0.000 |
$41.000 |
MTON | 3.0 |
| 0660 | 0108 | CLEARING AND GRUBBING (14.67 HECTARES) | 02545 | 1.000 |
1.000 |
$131,021.000 |
LS | 1.7 |
| 0820 | 0109 | STAKING | 02726 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.8 |
| 0700 | 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 0710 | 0111 | DIVERSIONS (BY-PASS DETOURS) (ADDED 1-130-2003) | 02651 | 1.000 |
1.000 |
$5,300.000 |
LS | 0.1 |
| 8000 | 8000 | EW~ Formal Partnering | 10098NX | 0.000 |
3,667.280 |
$1.000 |
DOLL | 0.0 |
| 8001 | 8001 | EW~ Temporary Pipe | 10090NX | 0.000 |
1.000 |
$1,210.100 |
LS | 0.0 |
| 8002 | 8002 | EW~ Raise Sanitary Manholes | 10090NX | 0.000 |
1.000 |
$7,801.600 |
LS | 0.0 |
| 8003 | 8003 | EW~ Undermined Pavement | 10090NX | 0.000 |
1.000 |
$1,916.370 |
LS | 0.0 |
| 8004 | 8004 | DRAINAGE BLANKET-EMBANKMENT | 00021M | 0.000 |
93.430 |
$23.100 |
CU M | 0.0 |
| 8006 | 8006 | VALUE ENGINEERING | 10120NS | 0.000 |
1.000 |
$20,413.730 |
LS | 0.0 |
| 8007 | 8007 | EW~ ENGINEERING-WALL DESIGN | 10090NX | 0.000 |
1.000 |
$2,212.550 |
LS | 0.0 |
| 8008 | 8008 | TREE BLACK HILL SPRUCE | 00500EC | 0.000 |
10.000 |
$522.000 |
EACH | 0.0 |
| 8009 | 8009 | EW~ DETENTION BASIN OUTLET | 10090NX | 0.000 |
1.000 |
$5,680.680 |
LS | 0.0 |
| 8010 | 8010 | TEMPORARY GUARDRAIL | 02397M | 0.000 |
300.000 |
$30.000 |
M | 0.0 |
| 8011 | 8011 |