|
Item List 010804 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 010804 | Primary Project Number | X098046005001 |
| Contract Description | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||
| Primary County | PIKE | Federal/State Number | APD 80-6 (16) |
| Vendor ID | 02628 | Vendor Name | KAY & KAY CONTRACTING LLC |
| Bid Amount | $ 23,554,000.00 | ||
| SM- Project | X098046005001 |
| Fed/State Number | APD 80-6 (16) |
| Project Description | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) |
| *********** |
| SM- Project | X098046005001 | 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 |
| 0690 | 0001 | STRUCTURE EXCAV-SOLID ROCK CULVERT | 08002M | 2.000 |
2.000 |
$60.000 |
CU M | 0.0 |
| 0570 | 0002 | MASONRY COATING CULVERT | 02998M | 28.000 |
28.000 |
$11.000 |
SQ M | 0.0 |
| 0710 | 0003 | CONCRETE-CLASS A CULVERT | 08100M | 51.000 |
51.000 |
$484.000 |
CU M | 0.1 |
| 0750 | 0004 | STEEL REINF-EPOXY COATED CULVERT | 08151M | 1,534.000 |
1,534.000 |
$1.420 |
KG | 0.0 |
| 0730 | 0005 | STEEL REINFORCEMENT CULVERT | 08150M | 2,246.000 |
2,246.000 |
$1.200 |
KG | 0.0 |
| 0700 | 0006 | FOUNDATION PREPARATION CULVERT | 08003 | 1.000 |
1.000 |
$3,750.000 |
LS | 0.0 |
| 0330 | 0007 | ROADWAY EXCAVATION | 02200M | 5,249,953.000 |
5,249,953.000 |
$2.490 |
CU M | 55.5 |
| 0340 | 0008 | GRANULAR EMBANKMENT | 02223M | 4,038.000 |
4,038.000 |
$24.000 |
CU M | 0.4 |
| 0350 | 0009 | WATER | 02242M | 300.000 |
300.000 |
$1.000 |
CU M | 0.0 |
| 0720 | 0010 | CONCRETE-CLASS A ROADWAY | 08100M | 130.500 |
130.500 |
$650.000 |
CU M | 0.4 |
| 0740 | 0011 | STEEL REINFORCEMENT ROADWAY | 08150M | 6,468.100 |
6,468.100 |
$2.100 |
KG | 0.1 |
| 0370 | 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 67.000 |
67.000 |
$58.150 |
M | 0.0 |
| 0380 | 0013 | REMOVE GUARDRAIL | 02381M | 185.000 |
185.000 |
$14.060 |
M | 0.0 |
| 0680 | 0014 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 736.000 |
736.000 |
$4.950 |
M | 0.0 |
| 0310 | 0015 | DELINEATOR FOR BARRIER-WHITE | 01984 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0320 | 0016 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0450 | 0017 | SIGNS | 02562M | 43.000 |
43.000 |
$100.000 |
SQ M | 0.0 |
| 0200 | 0018 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 0400 | 0019 | PLUG WATER WELL | 02475 | 9.000 |
9.000 |
$2,000.000 |
EACH | 0.1 |
| 0760 | 0020 | STEPPED GABION | 09638M01 | 2,212.000 |
2,212.000 |
$60.000 |
MTON | 0.6 |
| 0040 | 0021 | CULVERT PIPE-450 MM | 00462M | 242.300 |
242.300 |
$88.440 |
M | 0.1 |
| 0050 | 0022 | CULVERT PIPE-900 MM | 00468M | 18.000 |
18.000 |
$215.710 |
M | 0.0 |
| 0060 | 0023 | CULVERT PIPE-1500 MM | 00472M | 122.200 |
122.200 |
$430.650 |
M | 0.2 |
| 0070 | 0024 | CULVERT PIPE-1200 MM EQUIV | 00499M | 32.500 |
32.500 |
$385.220 |
M | 0.1 |
| 0080 | 0025 | CULVERT PIPE-1800 MM EQUIV | 00503M | 95.300 |
95.300 |
$1,673.750 |
M | 0.7 |
| 0090 | 0026 | STORM SEWER PIPE-450 MM | 00522M | 183.000 |
183.000 |
$62.870 |
M | 0.0 |
| 0100 | 0027 | STORM SEWER PIPE-600 MM | 00524M | 63.600 |
63.600 |
$83.360 |
M | 0.0 |
| 0110 | 0028 | STORM SEWER PIPE-750 MM | 00526M | 407.700 |
407.700 |
$109.910 |
M | 0.2 |
| 0120 | 0029 | STORM SEWER PIPE-900 MM | 00528M | 272.700 |
272.700 |
$157.280 |
M | 0.2 |
| 0130 | 0030 | STORM SEWER PIPE-1050 MM | 00529M | 76.700 |
76.700 |
$183.540 |
M | 0.1 |
| 0140 | 0031 | STORM SEWER PIPE-1200 MM | 00530M | 240.600 |
240.600 |
$209.000 |
M | 0.2 |
| 0150 | 0032 | STORM SEWER PIPE-1350 MM | 00531M | 243.300 |
243.300 |
$250.830 |
M | 0.3 |
| 0160 | 0033 | PERFORATED PIPE-100 MM | 01000M | 170.000 |
170.000 |
$25.000 |
M | 0.0 |
| 0170 | 0034 | NON-PERFORATED PIPE-100 MM | 01010M | 14.400 |
14.400 |
$25.000 |
M | 0.0 |
| 0180 | 0035 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$510.000 |
EACH | 0.0 |
| 0190 | 0036 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 3.000 |
3.000 |
$510.000 |
EACH | 0.0 |
| 0590 | 0037 | STEEL PIPE-63 MM | 03340M | 17.600 |
17.600 |
$95.000 |
M | 0.0 |
| 0600 | 0038 | STEEL PIPE-100 MM | 03343M | 16.800 |
16.800 |
$150.000 |
M | 0.0 |
| 0260 | 0039 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 0270 | 0040 | DROP BOX INLET TYPE 1 | 01490 | 10.000 |
10.000 |
$2,300.000 |
EACH | 0.1 |
| 0280 | 0041 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0290 | 0042 | DROP BOX INLET TYPE 5B | 01505 | 17.000 |
17.000 |
$3,200.000 |
EACH | 0.2 |
| 0300 | 0043 | DROP BOX INLET TYPE 7 | 01538 | 8.000 |
8.000 |
$3,500.000 |
EACH | 0.1 |
| 0240 | 0044 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0250 | 0045 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 0210 | 0046 | METAL END SECTION TY 3-18 INCH | 01391 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0220 | 0047 | METAL END SECTION TY 3-42 INCH | 01396 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0230 | 0048 | METAL END SECTION TY 3-48 INCH | 01397 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0650 | 0049 | SEEDING AND PROTECTION | 05985M | 287,625.000 |
287,625.000 |
$0.560 |
SQ M | 0.7 |
| 0630 | 0050 | TEMP SEEDING AND PROTECTION | 05953M | 28,763.000 |
28,763.000 |
$0.900 |
SQ M | 0.1 |
| 0660 | 0051 | SPECIAL SEEDING CROWN VETCH | 05989M | 340,450.000 |
340,450.000 |
$0.560 |
SQ M | 0.8 |
| 0670 | 0052 | SODDING | 05990M | 4,674.000 |
4,674.000 |
$6.400 |
SQ M | 0.1 |
| 0640 | 0053 | TOPDRESSING FERTILIZER | 05966M | 16.000 |
16.000 |
$660.000 |
MTON | 0.0 |
| 0620 | 0054 | EROSION CONTROL BLANKET | 05950M | 2,484.000 |
2,484.000 |
$2.050 |
SQ M | 0.0 |
| 0510 | 0055 | SILT TRAP TYPE B | 02704 | 42.000 |
42.000 |
$300.000 |
EACH | 0.1 |
| 0530 | 0056 | CLEAN SILT TRAP TYPE B | 02707 | 84.000 |
84.000 |
$25.000 |
EACH | 0.0 |
| 0520 | 0057 | SILT CHECK | 02705 | 57.000 |
57.000 |
$50.000 |
EACH | 0.0 |
| 0540 | 0058 | CLEAN SILT CHECK | 02708 | 171.000 |
171.000 |
$25.000 |
EACH | 0.0 |
| 0500 | 0059 | TEMPORARY SILT FENCE | 02701M | 7,325.000 |
7,325.000 |
$4.000 |
M | 0.1 |
| 0550 | 0060 | CLEAN TEMPORARY SILT FENCE | 02709M | 14,650.000 |
14,650.000 |
$1.000 |
M | 0.1 |
| 0490 | 0061 | SETTLEMENT PLATFORM | 02692 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0410 | 0062 | CHANNEL LINING CLASS IA | 02482M | 4,490.000 |
4,490.000 |
$65.000 |
MTON | 1.2 |
| 0420 | 0063 | CHANNEL LINING CLASS II | 02483M | 11,654.000 |
11,654.000 |
$17.250 |
MTON | 0.9 |
| 0430 | 0064 | CHANNEL LINING CLASS IV | 02488M | 4,633.000 |
4,633.000 |
$6.000 |
CU M | 0.1 |
| 0390 | 0065 | R/W MARKER RURAL TYPE 1 | 02434 | 2.000 |
2.000 |
$115.000 |
EACH | 0.0 |
| 0360 | 0066 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 8,363.000 |
8,363.000 |
$23.650 |
M | 0.8 |
| 0580 | 0067 | CONCRETE BARRIER WALL TYPE 9T | 03171M | 71.000 |
71.000 |
$240.000 |
M | 0.1 |
| 0010 | 0068 | D G A BASE | 00001M | 49.000 |
49.000 |
$50.000 |
MTON | 0.0 |
| 0020 | 0069 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 21.000 |
21.000 |
$100.000 |
MTON | 0.0 |
| 0030 | 0070 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 6.000 |
6.000 |
$150.000 |
MTON | 0.0 |
| 0440 | 0071 | CLEARING AND GRUBBING 79 HECTARES | 02545 | 1.000 |
1.000 |
$390,000.000 |
LS | 1.7 |
| 0560 | 0072 | STAKING | 02726 | 1.000 |
1.000 |
$190,000.000 |
LS | 0.8 |
| 0470 | 0073 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0480 | 0074 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0460 | 0075 | QUALITY CONTROL | 02572 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0610 | 0076 | TEMPORARY SIGNAL | 04935 | 1.000 |
1.000 |
$17,500.000 |
LS | 0.1 |
| 8010 | 8010 | EW~ INSTALL GALVANIZED GATE | 10090NX | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8016 | 8016 | SPECIAL EXCAVATION | 02204M | 0.000 |
4,000.000 |
$10.500 |
CU M | 0.0 |
| 8017 | 8017 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8018 | 8018 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
-0.001 |
$1.000 |
DOLL | 0.0 |
| 8019 | 8019 | TRAFFIC BOUND BASE WRITE-IN KYCEMPII ITEMS | 00020M | 0.000 |
0.001 |
$18.000 |
MTON | 0.0 |
| 8023 | 8023 | EW~ Chain Link Fence | 10090NX | 0.000 |
1.000 |
$4,288.000 |
LS | 0.0 |
| 8024 | 8024 | EW~ Repaired 6" Line @ Yeager Bridge of Little Creek | 10090NX | 0.000 |
1.000 |
$458.280 |
LS | 0.0 |
| 8025 | 8025 | EW~ Additional holes of pre-drilling thru solid rock Pier No. 4 | 10094NX | 0.000 |
109.800 |
$250.000 |
EACH | 0.0 |
| 8027 | 8027 | EW~ Install 150 linear feet of Chain link fence. | 10094NX | 0.000 |
150.000 |
$33.500 |
EACH | 0.0 |
| 8028 | 8028 | EW~ Additional Excavation/Top Cut/Stabilize Area | 10090NX | 0.000 |
1.000 |
$89,973.600 |
LS | 0.0 |
| 8031 | 8031 | EW~ Test Drilling and Probing | 10090NX | 0.000 |
1.000 |
$2,025.000 |
LS | 0.0 |
| 8033 | 8033 | EW~ Utility Relocations/Extensive Delays | 10090NX | 0.000 |
1.000 |
$600,000.000 |
LS | 0.0 |
| 8034 | 8034 | EW~ 600 mm (24") Spiral Rib Pipe | 10093MX | 0.000 |
45.750 |
$27.170 |
M | 0.0 |
| 8034 | 8035 | EW~ 750 mm (30") Spiral Rib Pipe | 10093MX | 0.000 |
79.300 |
$35.250 |
M | 0.0 |
| 8034 | 8036 | EW~ 900 mm (36") Spiral Rib Pipe | 10093MX | 0.000 |
73.200 |
$51.370 |
M | 0.0 |
| 8037 | 8037 | EW~ 600 mm (24") Bands | 10094NX | 0.000 |
9.000 |
$15.660 |
EACH | 0.0 |
| 8038 | 8038 | EW~ 750 mm (30") Bands | 10094NX | 0.000 |
16.000 |
$10.750 |
EACH | 0.0 |
| 8039 | 8039 | EW~ 900 mm (36") Bands | 10094NX | 0.000 |
19.000 |
$8.280 |
EACH | 0.0 |
| 8040 | 8040 | PERF PIPE HEADWALL TY 4-4 INCH Item 12-263.10 | 01032 | 0.000 |
1.000 |
$240.000 |
EACH | 0.0 |
| 8041 | 8041 | EW~ Drop Box Inlet type 1H | 10094NX | 0.000 |
3.000 |
$561.000 |
EACH | 0.0 |
| 8042 | 8042 | EW~ Drop Box Inlet Type 2H | 10094NX | 0.000 |
1.000 |
$610.000 |
EACH | 0.0 |
| 8043 | 8043 | DROP BOX INLET TYPE 5B | 01505 | 0.000 |
2.000 |
$730.000 |
EACH | 0.0 |
| 8044 | 8044 | EW~ Invoice 384036935 Delivery Truck-Cloud Truck | 10094NX | 0.000 |
1.000 |
$325.000 |
EACH | 0.0 |
| 8045 | 8045 | EW~ Invoice 384036970 Delivery Truck-Hired Hauler | 10094NX | 0.000 |
1.000 |
$325.000 |
EACH | 0.0 |
| 8046 | 8046 | EW~ Sales Tax Invoice #18909 | 10094NX | 0.000 |
1.000 |
$346.460 |
EACH | 0.0 |
| 8047 | 8047 | EW~ Sales Tax Invoice #18910 | 10094NX | 0.000 |
1.000 |
$456.050 |
EACH | 0.0 |
| 8048 | 8048 | EW~ Sales Tax Invoice #384036935 | 10094NX | 0.000 |
1.000 |
$257.100 |
EACH | 0.0 |
| 8049 | 8049 | EW~ Sales Tax Invoice 384036970 | 10094NX | 0.000 |
1.000 |
$241.080 |
EACH | 0.0 |
| 8050 | 8050 | CONCRETE-CLASS AA | 08104M | 0.000 |
1,189.700 |
$494.000 |
CU M | 0.0 |
Category Total $16,024,747.33 |
| SM- Project | X098046005001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | WESTBOUND / CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0790 | 0077 | STRUCTURE GRANULAR BACKFILL | 02231M | 78.500 |
78.500 |
$85.000 |
CU M | 0.0 |
| 0830 | 0078 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 1,420.400 |
1,420.400 |
$60.000 |
CU M | 0.4 |
| 0810 | 0079 | MASONRY COATING | 02998M | 3,343.000 |
3,343.000 |
$11.000 |
SQ M | 0.2 |
| 0980 | 0080 | CONCRETE-CLASS A | 08100M | 1,554.600 |
1,554.600 |
$484.000 |
CU M | 3.2 |
| 1000 | 0081 | CONCRETE-CLASS AAA | 08105M | 1,189.700 |
0.000 |
$494.000 |
CU M | 2.5 |
| 0870 | 0082 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 689.000 |
689.000 |
$22.000 |
MTON | 0.1 |
| 0940 | 0083 | PILES-STEEL HP360X108 | 08050M | 1,660.000 |
1,660.000 |
$93.000 |
M | 0.7 |
| 0960 | 0084 | PILE POINTS-14 INCH | 08095 | 159.000 |
159.000 |
$100.000 |
EACH | 0.1 |
| 0890 | 0085 | TEST PILES | 08033M | 90.000 |
90.000 |
$150.000 |
M | 0.1 |
| 1040 | 0086 | STEEL REINF-EPOXY COATED | 08151M | 201,317.000 |
201,317.000 |
$1.420 |
KG | 1.2 |
| 1030 | 0087 | STEEL REINFORCEMENT | 08150M | 158,416.000 |
158,416.000 |
$1.200 |
KG | 0.8 |
| 1120 | 0088 | PRECAST PC I BEAM TYPE 8 | 08638M | 1,407.500 |
1,407.500 |
$585.000 |
M | 3.5 |
| 0920 | 0089 | PRE-DRILLING FOR PILES | 08039M | 150.000 |
150.000 |
$190.000 |
M | 0.1 |
| 0770 | 0090 | FLOWABLE FILL | 02220M | 169.000 |
169.000 |
$150.000 |
CU M | 0.1 |
| 1110 | 0091 | EXPANSION DAM-100 MM NEOPRENE | 08472M | 25.200 |
25.200 |
$385.000 |
M | 0.0 |
| 1070 | 0092 | STRUCTURAL STEEL (1+341.5WB) APPROX 11037.5 | 08160 | 1.000 |
1.000 |
$47,500.000 |
LS | 0.2 |
| 0850 | 0093 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$36,000.000 |
LS | 0.2 |
| 1080 | 0094 | ELECTRICAL CONDUIT | 08269 | 1.000 |
1.000 |
$26,000.000 |
LS | 0.1 |
| 0910 | 0095 | COFFERDAM PIER 3 ADDED 12/5/01 | 08037 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 8011 | 8011 | EW~ REMOVE WING WALL | 10090NX | 0.000 |
1.000 |
$10,642.400 |
LS | 0.0 |
| 8014 | 8014 | STEEL PRICE ADJUSTMENT WB | 10100NS | 0.000 |
5,760.000 |
$1.000 |
DOLL | 0.0 |
Category Total $3,190,154.54 |
| SM- Project | X098046005001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | EASTBOUND / CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0800 | 0096 | STRUCTURE GRANULAR BACKFILL | 02231M | 76.800 |
76.800 |
$85.000 |
CU M | 0.0 |
| 0840 | 0097 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 788.400 |
788.400 |
$60.000 |
CU M | 0.2 |
| 0820 | 0098 | MASONRY COATING | 02998M | 2,654.000 |
2,654.000 |
$11.000 |
SQ M | 0.1 |
| 0990 | 0099 | CONCRETE-CLASS A | 08100M | 1,255.200 |
1,255.200 |
$484.000 |
CU M | 2.6 |
| 1010 | 0100 | CONCRETE-CLASS AAA | 08105M | 1,002.500 |
15.830 |
$494.000 |
CU M | 2.1 |
| 0880 | 0101 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 314.000 |
314.000 |
$22.000 |
MTON | 0.0 |
| 0950 | 0102 | PILES-STEEL HP360X108 | 08050M | 836.000 |
836.000 |
$93.000 |
M | 0.3 |
| 0970 | 0103 | PILE POINTS-14 INCH | 08095 | 129.000 |
129.000 |
$100.000 |
EACH | 0.1 |
| 0900 | 0104 | TEST PILES | 08033M | 45.000 |
45.000 |
$150.000 |
M | 0.0 |
| 1050 | 0105 | STEEL REINF-EPOXY COATED | 08151M | 170,716.000 |
170,716.000 |
$1.420 |
KG | 1.0 |
| 1020 | 0106 | STEEL REINFORCEMENT | 08150M | 119,002.000 |
119,002.000 |
$1.200 |
KG | 0.6 |
| 1130 | 0107 | PRECAST PC I BEAM TYPE 8 | 08638M | 1,182.500 |
1,182.500 |
$585.000 |
M | 2.9 |
| 0930 | 0108 | PRE-DRILLING FOR PILES | 08039M | 182.000 |
182.000 |
$190.000 |
M | 0.1 |
| 0780 | 0109 | FLOWABLE FILL | 02220M | 168.200 |
168.200 |
$150.000 |
CU M | 0.1 |
| 1100 | 0110 | EXPANSION DAM-100 MM NEOPRENE | 08472M | 25.200 |
25.200 |
$385.000 |
M |