|
Item List 030747 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030747 | Primary Project Number | X043259A04001 |
| Contract Description | LEITCHFIELD BYPASS (KY259A) | ||
| Primary County | GRAYSON | Federal/State Number | STPR 5374 (8) |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 7,200,952.91 | ||
| SM- Project | X043259A04001 |
| Fed/State Number | STPR 5374 (8) |
| Project Description | LEITCHFIELD BYPASS (KY259A) |
| *********** |
| SM- Project | X043259A04001 | 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 |
| 0910 | 0001 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 331.000 |
1,010.200 |
$65.000 |
CU M | 0.3 |
| 0930 | 0002 | CONCRETE-CLASS A | 08100M | 543.600 |
543.600 |
$289.420 |
CU M | 2.2 |
| 0950 | 0003 | STEEL REINFORCEMENT | 08150M | 70,161.000 |
70,161.000 |
$1.100 |
KG | 1.1 |
| 0920 | 0004 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$17,300.000 |
LS | 0.2 |
| 0430 | 0005 | ROADWAY EXCAVATION | 02200M | 646,144.000 |
646,144.000 |
$2.780 |
CU M | 24.9 |
| 0440 | 0006 | GRANULAR EMBANKMENT | 02223M | 1,300.000 |
1,300.000 |
$13.500 |
CU M | 0.2 |
| 0450 | 0007 | WATER | 02242M | 17,525.000 |
17,525.000 |
$0.010 |
CU M | 0.0 |
| 0940 | 0008 | CONCRETE-CLASS A | 08100M | 53.150 |
53.150 |
$950.000 |
CU M | 0.7 |
| 0590 | 0009 | CONCRETE-CLASS B | 02555M | 38.600 |
38.600 |
$475.000 |
CU M | 0.3 |
| 0960 | 0010 | STEEL REINFORCEMENT | 08150M | 2,261.500 |
2,261.500 |
$2.200 |
KG | 0.1 |
| 0480 | 0011 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 822.000 |
715.000 |
$33.500 |
M | 0.4 |
| 0490 | 0012 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 5.000 |
4.000 |
$40.000 |
EACH | 0.0 |
| 0510 | 0013 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$420.000 |
EACH | 0.0 |
| 0530 | 0014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 5.000 |
4.000 |
$1,468.000 |
EACH | 0.1 |
| 0520 | 0015 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
| 0540 | 0016 | TEMPORARY GUARDRAIL | 02397M | 220.000 |
220.000 |
$23.880 |
M | 0.1 |
| 0500 | 0017 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
0.000 |
$4,438.500 |
EACH | 0.1 |
| 0800 | 0018 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 12,000.000 |
12,000.000 |
$0.240 |
M | 0.0 |
| 0810 | 0019 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 26,786.000 |
26,786.000 |
$0.360 |
M | 0.1 |
| 0820 | 0020 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 385.000 |
385.000 |
$4.950 |
EACH | 0.0 |
| 0630 | 0021 | HANDRAIL-TYPE A-1 | 02611M | 26.400 |
26.400 |
$170.000 |
M | 0.1 |
| 0600 | 0022 | SIGNS | 02562M | 100.960 |
100.960 |
$54.000 |
SQ M | 0.1 |
| 0280 | 0023 | REMOVE PIPE | 01310M | 65.000 |
65.000 |
$20.000 |
M | 0.0 |
| 0410 | 0024 | REMOVE PAVEMENT | 02091M | 3,414.800 |
3,414.800 |
$1.800 |
SQ M | 0.1 |
| 0470 | 0025 | REMOVE FENCE | 02265M | 305.000 |
305.000 |
$6.000 |
M | 0.0 |
| 0140 | 0026 | CULVERT PIPE-450 MM | 00462M | 221.700 |
221.700 |
$100.000 |
M | 0.3 |
| 0150 | 0027 | CULVERT PIPE-600 MM | 00464M | 127.700 |
127.700 |
$125.000 |
M | 0.2 |
| 0160 | 0028 | CULVERT PIPE-750 MM | 00466M | 207.800 |
207.800 |
$151.000 |
M | 0.4 |
| 0170 | 0029 | CULVERT PIPE-900 MM | 00468M | 240.200 |
126.200 |
$165.000 |
M | 0.6 |
| 0180 | 0030 | CULVERT PIPE-1050 MM | 00469M | 17.900 |
21.900 |
$300.000 |
M | 0.1 |
| 0190 | 0031 | CULVERT PIPE-1200 MM | 00470M | 126.600 |
130.600 |
$188.000 |
M | 0.3 |
| 0200 | 0032 | CULVERT PIPE-1650 MM | 00473M | 28.800 |
28.800 |
$398.000 |
M | 0.2 |
| 0210 | 0033 | STORM SEWER PIPE-375 MM | 00521M | 207.900 |
207.900 |
$90.000 |
M | 0.3 |
| 0220 | 0034 | STORM SEWER PIPE-450 MM | 00522M | 18.900 |
18.900 |
$124.000 |
M | 0.0 |
| 0100 | 0035 | ENTRANCE PIPE-375 MM | 00440M | 138.200 |
138.200 |
$68.000 |
M | 0.1 |
| 0110 | 0036 | ENTRANCE PIPE-450 MM | 00441M | 160.700 |
160.700 |
$78.000 |
M | 0.2 |
| 0120 | 0037 | ENTRANCE PIPE-600 MM | 00443M | 78.000 |
78.000 |
$92.000 |
M | 0.1 |
| 0130 | 0038 | ENTRANCE PIPE-750 MM | 00445M | 17.100 |
17.100 |
$104.000 |
M | 0.0 |
| 0230 | 0039 | PERFORATED PIPE-100 MM | 01000M | 176.800 |
176.800 |
$10.000 |
M | 0.0 |
| 0240 | 0040 | NON-PERFORATED PIPE-100 MM | 01010M | 32.400 |
32.400 |
$10.000 |
M | 0.0 |
| 0250 | 0041 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0260 | 0042 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0270 | 0043 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 7.000 |
7.000 |
$475.000 |
EACH | 0.0 |
| 0340 | 0044 | CURB BOX INLET TYPE A | 01456 | 7.000 |
5.250 |
$3,000.000 |
EACH | 0.3 |
| 0350 | 0045 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$2,600.000 |
EACH | 0.0 |
| 0360 | 0046 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.0 |
| 0370 | 0047 | DROP BOX INLET TYPE 11 | 01544 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.1 |
| 0290 | 0048 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$1,700.000 |
EACH | 0.0 |
| 0300 | 0049 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$1,850.000 |
EACH | 0.1 |
| 0310 | 0050 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 4.000 |
4.000 |
$2,475.000 |
EACH | 0.1 |
| 0320 | 0051 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 7.000 |
7.000 |
$3,200.000 |
EACH | 0.3 |
| 0330 | 0052 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 2.000 |
2.000 |
$3,600.000 |
EACH | 0.1 |
| 0380 | 0053 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0770 | 0055 | SEEDING AND PROTECTION | 05985M | 144,787.000 |
264,787.000 |
$0.250 |
SQ M | 0.5 |
| 0750 | 0056 | TEMP SEEDING AND PROTECTION | 05953M | 7,483.000 |
33,578.000 |
$0.250 |
SQ M | 0.0 |
| 0780 | 0057 | SPECIAL SEEDING CROWN VETCH | 05989M | 57,240.000 |
57,240.000 |
$0.280 |
SQ M | 0.2 |
| 0790 | 0058 | SODDING | 05990M | 586.500 |
586.500 |
$4.000 |
SQ M | 0.0 |
| 0760 | 0059 | TOPDRESSING FERTILIZER | 05966M | 8.400 |
8.400 |
$350.000 |
MTON | 0.0 |
| 0740 | 0060 | EROSION CONTROL BLANKET | 05950M | 17,723.000 |
23,723.000 |
$1.370 |
SQ M | 0.3 |
| 0670 | 0061 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$200.000 |
EACH | 0.0 |
| 0690 | 0062 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$40.000 |
EACH | 0.0 |
| 0680 | 0063 | SILT CHECK | 02705 | 173.000 |
173.000 |
$50.000 |
EACH | 0.1 |
| 0700 | 0064 | CLEAN SILT CHECK | 02708 | 346.000 |
346.000 |
$10.000 |
EACH | 0.0 |
| 0660 | 0065 | TEMPORARY SILT FENCE | 02701M | 788.000 |
788.000 |
$4.500 |
M | 0.0 |
| 0710 | 0066 | CLEAN TEMPORARY SILT FENCE | 02709M | 1,576.000 |
1,576.000 |
$0.500 |
M | 0.0 |
| 0560 | 0067 | CHANNEL LINING CLASS II | 02483M | 4,024.000 |
4,403.000 |
$18.000 |
MTON | 1.0 |
| 0570 | 0068 | CHANNEL LINING CLASS III | 02484M | 991.000 |
991.000 |
$18.000 |
MTON | 0.2 |
| 0610 | 0069 | FABRIC-GEOTEXTILE TYPE III | 02598M | 23,360.000 |
23,360.000 |
$1.320 |
SQ M | 0.4 |
| 0620 | 0070 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 2,600.000 |
2,600.000 |
$1.320 |
SQ M | 0.0 |
| 0550 | 0071 | R/W MARKER RURAL TYPE 1 | 02434 | 51.000 |
51.000 |
$65.000 |
EACH | 0.0 |
| 0460 | 0072 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 8,135.000 |
8,135.000 |
$12.500 |
M | 1.4 |
| 0390 | 0079 | STANDARD CURB AND GUTTER | 01810M | 665.000 |
665.000 |
$46.490 |
M | 0.4 |
| 0400 | 0080 | STANDARD HEADER CURB | 01875M | 11.600 |
11.600 |
$96.550 |
M | 0.0 |
| 0720 | 0081 | SIDEWALK-113 MM CONCRETE | 02719M | 337.300 |
337.300 |
$28.540 |
SQ M | 0.1 |
| 0420 | 0082 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 200.500 |
200.500 |
$48.560 |
SQ M | 0.1 |
| 0030 | 0083 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 9.000 |
9.000 |
$25.000 |
MTON | 0.0 |
| 0010 | 0084 | D G A BASE | 00001M | 60,108.500 |
60,903.000 |
$11.850 |
MTON | 9.9 |
| 0020 | 0085 | TRAFFIC BOUND BASE | 00020M | 1,130.200 |
1,130.200 |
$12.000 |
MTON | 0.2 |
| 0070 | 0086 | EMULSIFIED ASPHALT RS-2 | 00291M | 27.800 |
27.800 |
$400.000 |
MTON | 0.2 |
| 0040 | 0087 | ASPHALT SEAL AGGREGATE | 00100M | 299.200 |
299.200 |
$50.000 |
MTON | 0.2 |
| 0050 | 0088 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 8,654.800 |
8,654.800 |
$30.450 |
MTON | 3.7 |
| 0060 | 0089 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 26,022.000 |
26,022.000 |
$28.950 |
MTON | 10.5 |
| 0080 | 0090 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 3,580.400 |
3,580.400 |
$38.240 |
MTON | 1.9 |
| 0090 | 0091 | CL2 ASPH SURF 9.50B PG64-22 | 00307M | 4,314.800 |
4,314.800 |
$36.040 |
MTON | 2.2 |
| 0580 | 0092 | CLEARING AND GRUBBING (32.869 HECTACRES_ | 02545 | 1.000 |
1.000 |
$39,325.000 |
LS | 0.5 |
| 0730 | 0093 | STAKING | 02726 | 1.000 |
1.000 |
$66,550.000 |
LS | 0.9 |
| 0640 | 0094 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$48,000.000 |
LS | 0.7 |
| 0650 | 0095 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
| 0970 | 0203 | BORE & JACK NEED SUPPLEMENTAL DESCRIPTION (PIPE) | 92462MC | 64.000 |
64.000 |
$190.000 |
M | 0.2 |
| 0830 | 0204 | RAILROAD BALLAST | 07553M | 2,786.000 |
1,286.000 |
$25.800 |
M | 1.0 |
| 0840 | 0205 | RAIL-136 RE PREMIUM | 07554M | 1,040.000 |
1,226.000 |
$114.000 |
M | 1.6 |
| 0850 | 0206 | RAILROAD TIES | 07555 | 1,024.000 |
1,165.000 |
$45.500 |
EACH | 0.6 |
| 0860 | 0207 | RAILROAD TIE PLATES | 07556 | 2,048.000 |
2,402.000 |
$5.500 |
EACH | 0.2 |
| 0870 | 0208 | #2 SPIKES | 07557 | 8,192.000 |
8,192.000 |
$0.500 |
EACH | 0.1 |
| 0880 | 0209 | 136LB CHANNEL LOCK ANCHORS | 07558 | 2,048.000 |
2,398.000 |
$3.500 |
EACH | 0.1 |
| 0890 | 0210 | REMOVAL OF R/R DETOUR | 07559 | 1.000 |
1.000 |
$36,555.000 |
LS | 0.5 |
| 0900 | 0211 | TEMPORARY R/R DETOUR | 07560 | 1.000 |
1.000 |
$87,350.000 |
LS | 1.2 |
| 8000 | 8000 | CULVERT PIPE-900 MM EQUIV | 00496M | 0.000 |
114.000 |
$269.850 |
M | 0.0 |
| 0620 | 8001 | FABRIC-GEOTEXTILE TYPE IV Pipe Trench | 02599M | 0.000 |
6,280.000 |
$2.390 |
SQ M | 0.0 |
| 8008 | 8008 | DROP BOX INLET TYPE 7 | 01538 | 0.000 |
1.000 |
$6,325.000 |
EACH | 0.0 |
| 8009 | 8009 | DROP BOX INLET TYPE 13S | 01568 | 0.000 |
1.000 |
$2,520.000 |
EACH | 0.0 |
| 8010 | 8010 | MASS CONCRETE | 10040MS | 0.000 |
150.260 |
$185.530 |
CU M | 0.0 |
| 8011 | 8011 | ASPHALT ADJUSTMENT from 6-05 thru 6-06 | 10030NS | 0.000 |
0.815 |
$86,000.000 |
DOLL | 0.0 |
| 8012 | 8012 | FUEL ADJUSTMENT from 6-05 thru 6-06 | 10020NS | 0.000 |
0.480 |
$197,000.000 |
DOLL | 0.0 |
| 8013 | 8013 | LOT PAY ADJUSTMENT from 6-05 thru 5-06 | 10000NS | 0.000 |
1.000 |
$15,000.000 |
DOLL | 0.0 |
| 8014 | 8014 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
0.000 |
$31,454.320 |
DOLL | 0.0 |
| 8024 | 8024 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
152,382.720 |
$1.000 |
DOLL | 0.0 |
| 8025 | 8025 | FUEL ADJUSTMENT | 10020NS | 0.000 |
122,901.190 |
$1.000 |
DOLL | 0.0 |
| 8026 | 8026 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
1,088.990 |
$1.000 |
DOLL | 0.0 |
Category Total $5,548,437.60 |
| SM- Project | X043259A04001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0980 | 0098 | STRUCTURE GRANULAR BACKFILL | 02231M | 913.000 |
1,063.000 |
$36.000 |
CU M | 0.5 |
| 1020 | 0099 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 1,282.000 |
1,282.000 |
$65.000 |
CU M | 1.2 |
| 0990 | 0100 | MASONRY COATING | 02998M | 601.000 |
737.000 |
$7.000 |
SQ M | 0.1 |
| 1040 | 0101 | CONCRETE-CLASS AA | 08104M | 710.700 |
710.700 |
$310.000 |
CU M | 3.1 |
| 1050 | 0102 | CONCRETE-CLASS AAA | 08105M | 166.000 |
166.000 |
$597.190 |
CU M | 1.4 |
| 1070 | 0103 | STEEL REINF-EPOXY COATED | 08151M | 20,360.000 |
20,360.000 |
$1.300 |
KG | 0.4 |
| 1060 | 0104 | STEEL REINFORCEMENT | 08150M | 50,190.000 |
50,190.000 |
$1.100 |
KG | 0.8 |
| 1100 | 0105 | DRAIN PIPE-150 MM | 08820M | 24.200 |
24.200 |
$213.000 |
M | 0.1 |
| 1090 | 0107 | CHAIN LINK FENCE-2.7 M | 08713M | 121.900 |
121.900 |
$160.000 |
M | 0.3 |
| 1080 | 0109 | STRUCTURAL STEEL (APPROX 196930 KG) | 08160 | 1.000 |
1.000 |
$697,574.000 |
LS | 9.7 |
| 1030 | 0110 | FOUNDATION PREPARATION (BRIDGE) | 08003 | 1.000 |
1.000 |
$16,175.000 |
LS | 0.2 |
| 1000 | 0212 | HALF ROUND 200MM DRAIN PIPE | 07378M | 118.200 |
118.200 |
$124.000 |
M | 0.2 |
| 1010 | 0213 | DECK WATERPROOFING | 07379M | 374.000 |
374.000 |
$10.000 |
SQ M | 0.1 |
| 8002 | 8002 | EW~ Railroad Switch Ties 9 ft- Item code no. from PS&E- 21499ND | 10094NX | 0.000 |
12.000 |
$82.430 |
EACH | 0.0 |
| 8003 | 8003 | EW~ Railroad Switch Ties 10 ft Item code no. from PS&E- 21500ND | 10094NX | 0.000 |
12.000 |
$90.830 |
EACH | 0.0 |
| 8004 | 8004 | EW~ Railroad Switch Ties 11 ft Item code no. from PS&E- 21501ND | 10094NX | 0.000 |
12.000 |
$98.700 |
EACH | 0.0 |
| 8005 | 8005 | EW~ Granite Railroad Ballast- Item code no. from PS&E- 21502ND | 10092MX | 0.000 |
425.000 |
$55.030 |
MTON | 0.0 |
| 8006 | 8006 | EW~ Transition Rail- Item no. from PS&E- 21503ND | 10094NX | 0.000 |
1.000 |
$6,950.000 |
EACH | 0.0 |
| 8007 | 8007 | EW~ Orgo Thermite Welds- Item code no. from PS&E- 21504ND | 10094NX | 0.000 |
9.000 |
$940.000 |
EACH | 0.0 |
| 8015 | 8015 | CONCRETE-CLASS A for crash cushion type VI-D | 08100M | 0.000 |
15.760 |
$950.000 |
CU M | 0.0 |
| 8016 | 8016 | STEEL REINFORCEMENT for concrete used in crash cushion | 08150M | 0.000 |
437.570 |
$2.200 |
KG | 0.0 |
| 8017 | 8017 | CRASH CUSHION TYPE VI D | 02888 | 0.000 |
2.000 |
$14,903.430 |
EACH | 0.0 |
| 0109 | 8019 | STRUCTURAL STEEL Additional painting was required to get the minimum mil. | 08160 | 0.000 |
1.000 |
$12,104.000 |
LS | 0.0 |
Category Total $1,278,336.94 |
| SM- Project | X043259A04001 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1200 | 0111 | STEEL STRAIN POLE | 04880 | 4.000 |
4.000 |
$4,475.000 |
EACH | 0.2 |
| 1210 | 0112 | MESSENGER-48.0 KN | 04885M | 155.000 |
155.000 |
$3.500 |
M | 0.0 |
| 1130 | 0113 | JUNCTION BOX TYPE B | 04811 | 16.000 |
16.000 |
$225.000 |
EACH | 0.1 |
| 1140 | 0114 | TRENCHING AND BACKFILLING | 04820M | 662.000 |
662.000 |
$8.000 |
M | 0.1 |
| 1220 | 0115 | LOOP SAW SLOT AND FILL | 04895M | 370.000 |
370.000 |
$21.000 |
M | 0.1 |
| 1230 | 0116 | SIGNAL-3 SECTION 12 INCH | 04912 | 4.000 |
6.000 |
$350.000 |
EACH | 0.0 |
| 1240 | 0117 | SIGNAL-5 SECTION 12 INCH | 04914 | 2.000 |
2.000 |
$575.000 |
EACH | 0.0 |
| 1250 | 0118 | SIGNAL CONTROLLER-TYPE 170 | 04920 | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.1 |
| 1110 | 0119 | CONDUIT-31 MM | 04793M |