|
Item List 030465 |
Date:11/26/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030465 | Primary Project Number | X074002705001 |
| Contract Description | THE WHITLEY CITY-SOMERSET ROAD (US 27) | ||
| Primary County | MCCREARY | Federal/State Number | FD04 074 0027 009-011 |
| Vendor ID | 00137 | Vendor Name | HINKLE CONTRACTING CORPORATION |
| Bid Amount | $ 7,102,237.58 | ||
| SM- Project | X074002705001 |
| Fed/State Number | FD04 074 0027 009-011 |
| Project Description | THE WHITLEY CITY-SOMERSET ROAD (US 27) |
| *********** |
| SM- Project | X074002705001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0540 | 0001 | ROADWAY EXCAVATION | 02200M | 91,736.000 |
95,035.000 |
$11.000 |
CU M | 14.2 |
| 0550 | 0002 | GRANULAR EMBANKMENT | 02223M | 4,007.000 |
8,400.000 |
$28.000 |
CU M | 1.6 |
| 0560 | 0003 | WATER | 02242M | 1,000.000 |
1,000.000 |
$10.000 |
CU M | 0.1 |
| 0990 | 0004 | CONCRETE-CLASS A | 08100M | 28.390 |
71.630 |
$1,308.000 |
CU M | 0.5 |
| 0660 | 0005 | CONCRETE-CLASS B | 02555M | 21.000 |
21.000 |
$450.000 |
CU M | 0.1 |
| 1000 | 0006 | STEEL REINFORCEMENT | 08150M | 802.700 |
802.700 |
$2.200 |
KG | 0.0 |
| 0730 | 0007 | SAFELOADING | 02690M | 31.000 |
31.000 |
$200.000 |
CU M | 0.1 |
| 0570 | 0008 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 1,427.000 |
1,427.000 |
$38.000 |
M | 0.8 |
| 0580 | 0009 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 22.000 |
22.000 |
$50.000 |
EACH | 0.0 |
| 0930 | 0010 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | 24,232.000 |
24,232.000 |
$0.650 |
M | 0.2 |
| 0940 | 0011 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 23,240.000 |
23,240.000 |
$0.650 |
M | 0.2 |
| 0950 | 0012 | PAVE MARKING-PAINT CROSS-HATCH | 06570M | 598.000 |
48.000 |
$11.500 |
SQ M | 0.1 |
| 0960 | 0013 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 125.000 |
0.000 |
$9.200 |
EACH | 0.0 |
| 0970 | 0014 | PAVEMENT MARKER TYPE V-MW | 06589 | 220.000 |
220.000 |
$28.750 |
EACH | 0.1 |
| 0980 | 0015 | PAVEMENT MARKER TYPE V-BY | 06591 | 447.000 |
447.000 |
$28.750 |
EACH | 0.2 |
| 0830 | 0016 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.1 |
| 0670 | 0017 | SIGNS | 02562M | 28.000 |
28.000 |
$70.000 |
SQ M | 0.0 |
| 0510 | 0018 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$185.000 |
EACH | 0.0 |
| 0850 | 0019 | LOW SHOULDER SIGN | 03230 | 6.000 |
6.000 |
$122.000 |
EACH | 0.0 |
| 0520 | 0020 | REMOVE PAVEMENT | 02091M | 343.000 |
343.000 |
$10.000 |
SQ M | 0.0 |
| 0860 | 0021 | CLEAN PIPE STRUCTURE | 03262 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0230 | 0022 | CULVERT PIPE-300 MM | 00460M | 7.300 |
7.300 |
$105.000 |
M | 0.0 |
| 0240 | 0023 | CULVERT PIPE-375 MM | 00461M | 49.300 |
49.300 |
$135.000 |
M | 0.1 |
| 0250 | 0024 | CULVERT PIPE-750 MM | 00466M | 62.100 |
62.100 |
$530.000 |
M | 0.5 |
| 0270 | 0025 | CULVERT PIPE-900 MM | 00468M | 5.300 |
5.300 |
$230.000 |
M | 0.0 |
| 0260 | 0026 | CULVERT PIPE-900 MM | 00468M | 56.600 |
56.600 |
$307.000 |
M | 0.2 |
| 0280 | 0027 | CULVERT PIPE-1200 MM | 00470M | 11.700 |
11.700 |
$202.000 |
M | 0.0 |
| 0290 | 0028 | CULVERT PIPE-1500 MM | 00472M | 120.800 |
120.800 |
$425.000 |
M | 0.7 |
| 0300 | 0029 | STORM SEWER PIPE-375 MM | 00521M | 27.200 |
27.200 |
$130.000 |
M | 0.0 |
| 0310 | 0030 | STORM SEWER PIPE-375 MM | 00521M | 139.000 |
139.000 |
$165.000 |
M | 0.3 |
| 0320 | 0031 | STORM SEWER PIPE-450 MM | 00522M | 11.300 |
11.300 |
$175.000 |
M | 0.0 |
| 0330 | 0032 | STORM SEWER PIPE-600 MM | 00524M | 330.900 |
330.900 |
$298.000 |
M | 1.4 |
| 0160 | 0033 | ENTRANCE PIPE-375 MM | 00440M | 191.000 |
191.000 |
$98.000 |
M | 0.3 |
| 0150 | 0034 | ENTRANCE PIPE-375 MM | 00440M | 11.000 |
11.000 |
$105.000 |
M | 0.0 |
| 0170 | 0035 | ENTRANCE PIPE-450 MM | 00441M | 25.000 |
25.000 |
$120.000 |
M | 0.0 |
| 0180 | 0036 | ENTRANCE PIPE-600 MM | 00443M | 20.000 |
20.000 |
$145.000 |
M | 0.0 |
| 0190 | 0037 | ENTRANCE PIPE-750 MM | 00445M | 17.000 |
17.000 |
$148.000 |
M | 0.0 |
| 0210 | 0038 | ENTRANCE PIPE-450 MM EQUIV | 00451M | 548.000 |
680.000 |
$218.000 |
M | 1.7 |
| 0200 | 0039 | ENTRANCE PIPE-450 MM EQUIV | 00451M | 28.000 |
28.000 |
$121.000 |
M | 0.0 |
| 0220 | 0040 | ENTRANCE PIPE-600 MM EQUIV | 00452M | 24.000 |
0.000 |
$150.000 |
M | 0.1 |
| 0340 | 0041 | SLOTTED DRAIN PIPE-375 MM | 00981M | 138.800 |
138.800 |
$285.000 |
M | 0.6 |
| 0350 | 0042 | PERFORATED PIPE-150 MM | 01001M | 150.000 |
150.000 |
$40.000 |
M | 0.1 |
| 0360 | 0043 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 3.000 |
3.000 |
$700.000 |
EACH | 0.0 |
| 0370 | 0044 | CURB BOX INLET TYPE A | 01456 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.1 |
| 0380 | 0045 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.1 |
| 0390 | 0046 | DROP BOX INLET TYPE 3 | 01496 | 6.000 |
6.000 |
$3,500.000 |
EACH | 0.3 |
| 0400 | 0047 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.1 |
| 0410 | 0048 | DROP BOX INLET TYPE 14 | 01577 | 3.000 |
3.000 |
$1,900.000 |
EACH | 0.1 |
| 0420 | 0049 | CAP DROP BOX INLET | 01584 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0430 | 0050 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.0 |
| 0440 | 0051 | JUNCTION BOX-24 INCH | 01643 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.1 |
| 0870 | 0052 | JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0450 | 0053 | FLUME INLET TYPE 2 | 01691 | 9.000 |
9.000 |
$4,000.000 |
EACH | 0.5 |
| 0470 | 0054 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 0460 | 0055 | MANHOLE TYPE C | 01767 | 4.000 |
4.000 |
$5,200.000 |
EACH | 0.3 |
| 0840 | 0056 | CONCRETE BARRIER WALL TYPE 230T | 03171M | 40.000 |
40.000 |
$65.000 |
M | 0.0 |
| 0910 | 0057 | SEEDING AND PROTECTION | 05985M | 33,783.000 |
33,783.000 |
$0.420 |
SQ M | 0.2 |
| 0900 | 0058 | TEMP SEEDING AND PROTECTION | 05953M | 16,892.000 |
4,000.000 |
$0.220 |
SQ M | 0.1 |
| 0920 | 0059 | SODDING | 05990M | 1,566.000 |
1,566.000 |
$5.000 |
SQ M | 0.1 |
| 0890 | 0060 | EROSION CONTROL BLANKET | 05950M | 3,189.000 |
3,648.000 |
$1.700 |
SQ M | 0.1 |
| 0750 | 0061 | SILT TRAP TYPE B | 02704 | 3.000 |
3.000 |
$250.000 |
EACH | 0.0 |
| 0770 | 0062 | CLEAN SILT TRAP TYPE B | 02707 | 9.000 |
9.000 |
$150.000 |
EACH | 0.0 |
| 0760 | 0063 | SILT CHECK | 02705 | 58.000 |
58.000 |
$75.000 |
EACH | 0.1 |
| 0780 | 0064 | CLEAN SILT CHECK | 02708 | 174.000 |
174.000 |
$40.000 |
EACH | 0.1 |
| 0740 | 0065 | TEMPORARY SILT FENCE | 02701M | 199.000 |
199.000 |
$10.000 |
M | 0.0 |
| 0790 | 0066 | CLEAN TEMPORARY SILT FENCE | 02709M | 597.000 |
597.000 |
$1.000 |
M | 0.0 |
| 0880 | 0067 | EROSION CONTROL BLANKET | 05950M | 4,195.000 |
4,195.000 |
$2.500 |
SQ M | 0.1 |
| 0620 | 0068 | CHANNEL LINING CLASS IA | 02482M | 499.000 |
499.000 |
$75.000 |
MTON | 0.5 |
| 0630 | 0069 | CHANNEL LINING CLASS II | 02483M | 266.000 |
266.000 |
$22.000 |
MTON | 0.1 |
| 0640 | 0070 | CHANNEL LINING CLASS III | 02484M | 582.000 |
2,406.560 |
$23.000 |
MTON | 0.2 |
| 0690 | 0071 | FABRIC-GEOTEXTILE TYPE I | 02596M | 544.000 |
544.000 |
$3.000 |
SQ M | 0.0 |
| 0700 | 0072 | FABRIC-GEOTEXTILE TYPE III | 02598M | 6,000.000 |
12,000.000 |
$2.000 |
SQ M | 0.2 |
| 0590 | 0073 | R/W MARKER RURAL TYPE 1 | 02434 | 34.000 |
34.000 |
$75.000 |
EACH | 0.0 |
| 0600 | 0074 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 90.000 |
90.000 |
$70.000 |
EACH | 0.1 |
| 0610 | 0075 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | 23.000 |
23.000 |
$70.000 |
EACH | 0.0 |
| 0480 | 0076 | STANDARD CURB AND GUTTER | 01810M | 231.000 |
231.000 |
$40.000 |
M | 0.1 |
| 0490 | 0077 | STANDARD HEADER CURB | 01875M | 155.000 |
155.000 |
$80.000 |
M | 0.2 |
| 0500 | 0078 | ASPHALT WEDGE CURB | 01897M | 669.000 |
669.000 |
$25.000 |
M | 0.2 |
| 0680 | 0079 | EDGE KEY MODIFIED | 02585M | 44.000 |
44.000 |
$26.000 |
M | 0.0 |
| 0800 | 0080 | SIDEWALK-100 MM CONCRETE | 02720M | 273.000 |
273.000 |
$50.000 |
SQ M | 0.2 |
| 0530 | 0081 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 36.000 |
567.400 |
$75.000 |
SQ M | 0.0 |
| 0010 | 0082 | DGA BASE | 00001M | 51,244.000 |
50,072.000 |
$14.750 |
MTON | 10.6 |
| 0020 | 0083 | TRAFFIC BOUND BASE | 00020M | 2,400.000 |
2,400.000 |
$18.000 |
MTON | 0.6 |
| 0040 | 0084 | LEVELING & WEDGING PG64-22 | 00190M | 6,099.000 |
6,099.000 |
$54.000 |
MTON | 4.6 |
| 0100 | 0085 | EMULSIFIED ASPHALT RS-2 | 00291M | 14.000 |
14.000 |
$625.000 |
MTON | 0.1 |
| 0030 | 0086 | ASPHALT SEAL AGGREGATE | 00100M | 118.000 |
118.000 |
$65.000 |
MTON | 0.1 |
| 0090 | 0087 | CL3 ASPH BASE 19.0D PG70-22 | 00224M | 6,122.000 |
6,122.000 |
$46.000 |
MTON | 4.0 |
| 0050 | 0088 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | 1,402.000 |
1,402.000 |
$46.000 |
MTON | 0.9 |
| 0060 | 0089 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | 4,823.000 |
3,602.000 |
$45.250 |
MTON | 3.1 |
| 0070 | 0090 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | 3,232.000 |
3,232.000 |
$44.000 |
MTON | 2.0 |
| 0080 | 0091 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | 15,258.000 |
16,314.000 |
$42.000 |
MTON | 9.0 |
| 0130 | 0092 | CL2 ASPH SURF 12.5D PG64-22 | 00309M | 1,723.000 |
1,723.000 |
$47.000 |
MTON | 1.1 |
| 0110 | 0093 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | 1,267.000 |
1,267.000 |
$65.000 |
MTON | 1.2 |
| 0120 | 0094 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | 302.000 |
302.000 |
$62.000 |
MTON | 0.3 |
| 0140 | 0095 | CL3 ASPH SURF 12.5A PG70-22 | 00331M | 5,584.000 |
5,294.000 |
$57.000 |
MTON | 4.5 |
| 0650 | 0096 | CLEARING AND GRUBBING 7.6 HECTARES | 02545 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 0810 | 0097 | STAKING | 02726 | 1.000 |
1.000 |
$100,000.000 |
LS | 1.4 |
| 0710 | 0098 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
0.000 |
$187,000.000 |
LS | 2.6 |
| 0820 | 0099 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$52,500.000 |
LS | 0.7 |
| 0720 | 0100 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
0.000 |
$25,000.000 |
LS | 0.4 |
| 8012 | 8012 | REMOVE GUARDRAIL | 02381M | 0.000 |
1,705.000 |
$5.200 |
M | 0.0 |
| 8013 | 8013 | EW~ REMOVE AND RESET HEADWALL | 10094NX | 0.000 |
1.000 |
$546.200 |
EACH | 0.0 |
| 8029 | 8029 | PIPE UNDERCUT | 02219M | 0.000 |
52.687 |
$26.000 |
CU M | 0.0 |
| 8030 | 8030 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 0.000 |
1,400.000 |
$2.390 |
SQ M | 0.0 |
| 8031 | 8031 | STEEL REINFORCEMENT-EPOXY COATED | 08151M | 0.000 |
2,000.000 |
$2.310 |
KG | 0.0 |
| 8032 | 8032 | SPECIAL SEEDING CROWN VETCH | 05989M | 0.000 |
20,000.000 |
$0.350 |
SQ M | 0.0 |
| 8033 | 8033 | EW~ GEOFOAM LIGHTWEIGHT FILL | 10090NX | 0.000 |
1.000 |
$38,952.880 |
LS | 0.0 |
| 8034 | 8034 | SEPTIC TANK TREATMENT | 02404 | 0.000 |
1.000 |
$187.000 |
EACH | 0.0 |
| 8035 | 8035 | EW~ FLOOD CLEANUP | 10090NX | 0.000 |
1.000 |
$559.130 |
LS | 0.0 |
| 8036 | 8036 | MAINTAIN & CONTROL TRAFFIC -REVISED | 02650 | 0.000 |
1.000 |
$197,000.000 |
LS | 0.0 |
| 8037 | 8037 | VALUE ENGINEERING | 10121NS | 0.000 |
35,696.350 |
$1.000 |
DOLL | 0.0 |
| 8038 | 8038 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 0.000 |
54.000 |
$43.000 |
CU M | 0.0 |
| 8039 | 8039 | EW~ SPRING BOX | 10090NX | 0.000 |
1.000 |
$11,960.000 |
LS | 0.0 |
| 8040 | 8040 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
3,440.680 |
$1.000 |
DOLL | 0.0 |
| 8042 | 8042 | FUEL ADJUSTMENT | 10020NS | 0.000 |
69,161.980 |
$1.000 |
DOLL | 0.0 |
| 8043 | 8043 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8044 | 8044 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8045 | 8045 | EW~ Reimburse for gabion baskets | 10094NX | 0.000 |
22.000 |
$39.750 |
EACH | 0.0 |
| 8046 | 8046 | EW~ Reimburse for gabion baskets | 10094NX | 0.000 |
63.000 |
$47.700 |
EACH | 0.0 |
| 8047 | 8047 | EW~ Pipe Cleaning by Water Jet | 10090NX | 0.000 |
1.000 |
$5,701.500 |
LS | 0.0 |
| 8048 | 8048 | EW~ 1.8 Meter Chain Link Fence | 10090NX | 0.000 |
1.000 |
$7,366.400 |
LS | 0.0 |
Category Total $5,469,886.06 |
| SM- Project | X074002705001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES SECTION B |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1020 | 0101 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 2,206.000 |
2,206.000 |
$43.000 |
CU M | 1.3 |
| 1010 | 0102 | MASONRY COATING | 02998M | 666.000 |
666.000 |
$11.400 |
SQ M | 0.1 |
| 1040 | 0103 | CONCRETE-CLASS A | 08100M | 658.500 |
658.500 |
$508.000 |
CU M | 4.7 |
| 1050 | 0104 | CONCRETE-CLASS AA | 08104M | 190.900 |
190.900 |
$562.000 |
CU M | 1.5 |
| 1070 | 0105 | STEEL REINF-EPOXY COATED | 08151M | 20,837.000 |
20,837.000 |
$1.330 |
KG | 0.4 |
| 1060 | 0106 | STEEL REINFORCEMENT | 08150M | 40,172.000 |
40,172.000 |
$1.190 |
KG | 0.7 |
| 1090 | 0107 | PRECAST PC I BEAM TYPE 6 | 08635M | 181.400 |
181.400 |
$650.000 |
M | 1.7 |
| 1100 | 0108 | CHAIN LINK FENCE-1.8 M | 08711M | 73.900 |
73.900 |
$143.000 |
M | 0.1 |
| 1080 | 0109 | STRUCTURAL STEEL (APPROX 482 KG) | 08160 | 1.000 |
1.000 |
$3,325.000 |
LS | 0.0 |
| 1030 | 0110 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$15,700.000 |
LS | 0.2 |
| 8041 | 8041 | RETAINING WALL-GABION RETAINING WALL-GABION | 02610M | 0.000 |
14.000 |
$228.580 |
CU M | 0.0 |
Category Total $767,274.79 |
| SM- Project | X074002705001 | CATEGORY NUMBER | 0003 | CATEGORY Description | SEWER | CPES SECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1190 | 0111 | PVC PIPE-150 MM (SDR-22 FORCE MAIN) | 03385M | 898.300 |
1,528.300 |
$39.360 |
M | 0.5 |
| 1180 | 0112 | PVC PIPE-100 MM (SDR-22 FORCE MAIN) | 03383M | 306.700 |
306.700 |
$33.920 |
M | 0.1 |
| 1280 | 0113 | PVC PIPE-65 MM (SDR-22 FORCE MAIN) | 09524M03 | 150.900 |
150.900 |
$30.520 |
M | 0.1 |
| 1170 | 0114 | PVC PIPE-50 MM (SDR-22 FORCE MAIN) | 03381M | 115.800 |
115.800 |
$26.850 |
M | 0.0 |
| 1160 | 0115 | PVC PIPE-38 MM (SDR-22 FORCE MAIN) | 03378M | 147.800 |
147.800 |
$20.130 |
M | 0.0 |
| 1150 | 0116 | STEEL ENCASEMENT PIPE-250 MM (BORE & CASE FORCE MAIN) | 01067M | 28.000 |
3.000 |
$578.950 |
M | 0.2 |
| 1130 | 0117 | STEEL ENCASEMENT PIPE-200 MM (BORE & CASE FORCE MAIN) | 01065M | 31.000 |
33.000 |
$578.950 |
M | 0.3 |
| 1120 | 0118 | STEEL ENCASEMENT PIPE-150 MM (BORE & CASE FORCE MAIN) | 01063M | 97.000 |
102.000 |
$482.470 |
M | 0.7 |
| 1140 | 0119 | STEEL ENCASEMENT PIPE-200 MM (BORE & CASE FORCE MAIN) | 01065M |