|
Item List 000066 |
Date:05/17/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 000066 | Primary Project Number | X091006806001 |
| Contract Description | PARIS-MAYSVILLE ROAD (US68) | ||
| Primary County | NICHOLAS | Federal/State Number | NH 68-1 (16) |
| Vendor ID | 00137 | Vendor Name | HINKLE CONTRACTING CORPORATION |
| Bid Amount | $ 12,491,489.15 | ||
| SM- Project | X091006806001 |
| Fed/State Number | NH 68-1 (16) |
| Project Description | PARIS-MAYSVILLE ROAD (US68) |
| *********** |
| SM- Project | X091006806001 | 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 | 08002 | 306.000 |
306.000 |
$25.000 |
CUYD | 0.1 |
| 0990 | 0002 | CONCRETE-CLASS A | 08100 | 744.100 |
744.100 |
$285.000 |
CUYD | 1.7 |
| 1020 | 0003 | STEEL REINFORCEMENT | 08150 | 101,206.000 |
101,206.000 |
$0.500 |
LB | 0.4 |
| 0930 | 0004 | FOUNDATION PREPARATION 398+00 | 08003 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 0920 | 0005 | FOUNDATION PREPARATION 397+25 | 08003 | 1.000 |
1.000 |
$1,300.000 |
LS | 0.0 |
| 0940 | 0006 | FOUNDATION PREPARATION 434+50 | 08003 | 1.000 |
1.000 |
$2,900.000 |
LS | 0.0 |
| 0950 | 0007 | FOUNDATION PREPARATION 447+14 | 08003 | 1.000 |
1.000 |
$6,500.000 |
LS | 0.1 |
| 0960 | 0008 | FOUNDATION PREPARATION 459+54 | 08003 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.1 |
| 0970 | 0009 | FOUNDATION PREPARATION 535+36 | 08003 | 1.000 |
1.000 |
$2,200.000 |
LS | 0.0 |
| 0980 | 0010 | FOUNDATION PREPARATION 542+10 | 08003 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 1030 | 0011 | STRUCTURAL STEEL | 08160 | 1.000 |
1.000 |
$4,500.000 |
LS | 0.0 |
| 0560 | 0012 | ROADWAY EXCAVATION | 02200 | 1,075,978.000 |
1,075,978.000 |
$2.960 |
CUYD | 25.5 |
| 0570 | 0013 | WATER | 02242 | 2,980.000 |
2,980.000 |
$1.000 |
MGAL | 0.0 |
| 1000 | 0014 | CONCRETE-CLASS A | 08100 | 102.000 |
102.000 |
$525.000 |
CUYD | 0.4 |
| 1010 | 0015 | STEEL REINFORCEMENT | 08150 | 7,259.000 |
7,259.000 |
$1.000 |
LB | 0.1 |
| 0580 | 0016 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 16,662.500 |
16,662.500 |
$9.800 |
LF | 1.3 |
| 0590 | 0017 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 41.000 |
41.000 |
$32.250 |
EACH | 0.0 |
| 0610 | 0018 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 5.000 |
5.000 |
$339.000 |
EACH | 0.0 |
| 0630 | 0019 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 3.000 |
3.000 |
$400.000 |
EACH | 0.0 |
| 0640 | 0020 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 13.000 |
13.000 |
$1,445.000 |
EACH | 0.2 |
| 0620 | 0021 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0600 | 0022 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$415.000 |
EACH | 0.0 |
| 0890 | 0023 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 62,900.000 |
62,900.000 |
$0.220 |
LF | 0.1 |
| 0900 | 0024 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 125,800.000 |
125,800.000 |
$0.210 |
LF | 0.2 |
| 0550 | 0025 | REMOVE PAVEMENT | 02091 | 6,354.000 |
6,354.000 |
$2.000 |
SQYD | 0.1 |
| 0140 | 0026 | CULVERT PIPE-18 INCH | 00462 | 216.000 |
216.000 |
$30.250 |
LF | 0.1 |
| 0150 | 0027 | CULVERT PIPE-24 INCH | 00464 | 559.000 |
559.000 |
$34.500 |
LF | 0.2 |
| 0160 | 0028 | CULVERT PIPE-30 INCH | 00466 | 605.000 |
605.000 |
$42.500 |
LF | 0.2 |
| 0170 | 0029 | CULVERT PIPE-36 INCH | 00468 | 647.000 |
647.000 |
$52.000 |
LF | 0.3 |
| 0180 | 0030 | CULVERT PIPE-42 INCH | 00469 | 388.000 |
388.000 |
$64.000 |
LF | 0.2 |
| 0190 | 0031 | CULVERT PIPE-48 INCH | 00470 | 572.000 |
572.000 |
$72.000 |
LF | 0.3 |
| 0200 | 0032 | CULVERT PIPE-54 INCH | 00471 | 572.000 |
572.000 |
$90.000 |
LF | 0.4 |
| 0210 | 0033 | CULVERT PIPE-60 INCH | 00472 | 70.000 |
70.000 |
$115.000 |
LF | 0.1 |
| 0230 | 0034 | CULVERT PIPE-48 INCH EQUIV | 00499 | 84.000 |
84.000 |
$92.000 |
LF | 0.1 |
| 0260 | 0035 | CULVERT PIPE-66 INCH EQUIV | 00502 | 52.000 |
52.000 |
$135.000 |
LF | 0.1 |
| 0220 | 0036 | CULVERT PIPE-72 INCH | 00474 | 177.000 |
177.000 |
$150.000 |
LF | 0.2 |
| 0280 | 0037 | STORM SEWER PIPE-24 INCH | 00524 | 260.000 |
260.000 |
$31.000 |
LF | 0.1 |
| 0270 | 0038 | STORM SEWER PIPE-15 INCH | 00521 | 248.000 |
248.000 |
$26.500 |
LF | 0.1 |
| 0100 | 0039 | ENTRANCE PIPE-15 INCH | 00440 | 1,253.000 |
1,253.000 |
$24.000 |
LF | 0.2 |
| 0110 | 0040 | ENTRANCE PIPE-18 INCH | 00441 | 262.000 |
262.000 |
$25.750 |
LF | 0.1 |
| 0120 | 0041 | ENTRANCE PIPE-24 INCH | 00443 | 768.000 |
768.000 |
$30.750 |
LF | 0.2 |
| 0130 | 0042 | ENTRANCE PIPE-30 INCH | 00445 | 335.000 |
335.000 |
$35.500 |
LF | 0.1 |
| 0290 | 0043 | PERFORATED PIPE-4 INCH | 01000 | 2,725.000 |
2,725.000 |
$8.500 |
LF | 0.2 |
| 0300 | 0044 | NON-PERFORATED PIPE-4 INCH | 01010 | 480.000 |
480.000 |
$8.500 |
LF | 0.0 |
| 0320 | 0045 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0310 | 0046 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 7.000 |
7.000 |
$550.000 |
EACH | 0.0 |
| 0530 | 0047 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$2,750.000 |
EACH | 0.0 |
| 0540 | 0048 | DROP BOX INLET TYPE 1 MODIFIED | 01490 | 2.000 |
2.000 |
$2,750.000 |
EACH | 0.0 |
| 0490 | 0049 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$1,750.000 |
EACH | 0.0 |
| 0500 | 0050 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 3.000 |
3.000 |
$2,550.000 |
EACH | 0.1 |
| 0510 | 0051 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 5.000 |
5.000 |
$3,550.000 |
EACH | 0.1 |
| 0520 | 0052 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 1.000 |
1.000 |
$4,550.000 |
EACH | 0.0 |
| 0380 | 0053 | METAL END SECTION TY 3-18 INCH | 01391 | 1.000 |
1.000 |
$585.000 |
EACH | 0.0 |
| 0350 | 0054 | METAL END SECTION TY 1-24 INCH | 01373 | 9.000 |
9.000 |
$1,500.000 |
EACH | 0.1 |
| 0390 | 0055 | METAL END SECTION TY 3-24 INCH | 01393 | 3.000 |
3.000 |
$685.000 |
EACH | 0.0 |
| 0400 | 0056 | METAL END SECTION TY 3-30 INCH | 01394 | 6.000 |
6.000 |
$1,700.000 |
EACH | 0.1 |
| 0450 | 0057 | METAL END SECTION TY 4-30 INCH | 01414 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0410 | 0058 | METAL END SECTION TY 3-36 INCH | 01395 | 4.000 |
4.000 |
$2,200.000 |
EACH | 0.1 |
| 0420 | 0059 | METAL END SECTION TY 3-42 INCH | 01396 | 4.000 |
4.000 |
$2,700.000 |
EACH | 0.1 |
| 0430 | 0060 | METAL END SECTION TY 3-48 INCH | 01397 | 4.000 |
4.000 |
$3,200.000 |
EACH | 0.1 |
| 0330 | 0061 | METAL END SECTION TY 1-15 INCH | 01370 | 14.000 |
14.000 |
$700.000 |
EACH | 0.1 |
| 0340 | 0062 | METAL END SECTION TY 1-18 INCH | 01371 | 5.000 |
5.000 |
$1,000.000 |
EACH | 0.0 |
| 0370 | 0063 | METAL END SECTION TY 1-36 INCH | 01375 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 0440 | 0064 | METAL END SECTION TY 3-54 INCH | 01398 | 1.000 |
1.000 |
$4,300.000 |
EACH | 0.0 |
| 0480 | 0065 | METAL END SECTION TY 4-60 INCH | 01419 | 1.000 |
1.000 |
$8,000.000 |
EACH | 0.1 |
| 0460 | 0066 | METAL END SECTION TY 4-42 INCH | 01416 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 0470 | 0067 | METAL END SECTION TY 4-48 INCH | 01417 | 7.000 |
7.000 |
$4,900.000 |
EACH | 0.3 |
| 0360 | 0068 | METAL END SECTION TY 1-30 INCH | 01374 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.0 |
| 0870 | 0069 | SEEDING AND PROTECTION | 05985 | 641,718.000 |
641,718.000 |
$0.260 |
SQYD | 1.3 |
| 0830 | 0070 | TEMP SEEDING AND PROTECTION | 05953 | 67,617.000 |
67,617.000 |
$0.170 |
SQYD | 0.1 |
| 0880 | 0071 | SPECIAL SEEDING CROWN VETCH | 05989 | 85,690.000 |
85,690.000 |
$0.240 |
SQYD | 0.2 |
| 0840 | 0072 | TOPDRESSING FERTILIZER | 05966 | 40.600 |
40.600 |
$300.000 |
TON | 0.1 |
| 0820 | 0073 | EROSION CONTROL BLANKET | 05950 | 34,451.000 |
34,451.000 |
$1.100 |
SQYD | 0.3 |
| 0730 | 0074 | SILT TRAP TYPE A | 02703 | 187.000 |
187.000 |
$150.000 |
EACH | 0.2 |
| 0750 | 0075 | CLEAN SILT TRAP TYPE A | 02706 | 374.000 |
374.000 |
$75.000 |
EACH | 0.2 |
| 0740 | 0076 | SILT CHECK | 02705 | 267.000 |
267.000 |
$75.000 |
EACH | 0.2 |
| 0760 | 0077 | CLEAN SILT CHECK | 02708 | 534.000 |
534.000 |
$25.000 |
EACH | 0.1 |
| 0720 | 0078 | TEMPORARY SILT FENCE | 02701 | 19,995.000 |
19,995.000 |
$1.500 |
LF | 0.2 |
| 0770 | 0079 | CLEAN TEMPORARY SILT FENCE | 02709 | 39,990.000 |
39,990.000 |
$0.600 |
LF | 0.2 |
| 0810 | 0080 | RIFFLE STRUCTURE-DUMPED STONE | 02738 | 34.000 |
34.000 |
$500.000 |
EACH | 0.1 |
| 1050 | 0081 | SANDBAR WILLOWS | 09202 | 650.000 |
650.000 |
$5.400 |
EACH | 0.0 |
| 0250 | 0082 | TREE NEED SUPPLEMENTAL DESCRIPTION SHADE TREE B | 00500EC | 1,820.000 |
1,820.000 |
$8.000 |
EACH | 0.1 |
| 0240 | 0083 | TREE NEED SUPPLEMENTAL DESCRIPTION SHADE TREE A | 00500EC | 2,018.000 |
2,018.000 |
$8.000 |
EACH | 0.1 |
| 0850 | 0084 | CHANNEL CHANGE SEEDING A | 05982 | 20,470.000 |
20,470.000 |
$0.400 |
SQYD | 0.1 |
| 0860 | 0085 | CHANNEL CHANGE SEEDING B | 05982 | 8,770.000 |
8,770.000 |
$0.270 |
SQYD | 0.0 |
| 0670 | 0086 | CHANNEL LINING CLASS II | 02483 | 10,543.000 |
10,543.000 |
$17.500 |
TON | 1.5 |
| 0680 | 0087 | CHANNEL LINING CLASS III | 02484 | 665.000 |
665.000 |
$18.000 |
TON | 0.1 |
| 0650 | 0088 | R/W MARKER RURAL TYPE 1 | 02434 | 184.000 |
184.000 |
$48.600 |
EACH | 0.1 |
| 0660 | 0089 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 37.000 |
37.000 |
$42.600 |
EACH | 0.0 |
| 0030 | 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 15.000 |
15.000 |
$30.000 |
TON | 0.0 |
| 0010 | 0091 | CRUSHED STONE BASE | 00003 | 125,970.000 |
125,970.000 |
$13.950 |
TON | 14.1 |
| 0020 | 0092 | TRAFFIC BOUND BASE | 00020 | 2,474.000 |
2,474.000 |
$10.500 |
TON | 0.2 |
| 0070 | 0093 | EMULSIFIED ASPHALT RS-2 | 00291 | 17.700 |
17.700 |
$275.000 |
TON | 0.0 |
| 0040 | 0094 | ASPHALT SEAL AGGREGATE | 00100 | 176.400 |
176.400 |
$50.000 |
TON | 0.1 |
| 0060 | 0095 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 73,872.000 |
73,872.000 |
$41.000 |
TON | 24.2 |
| 0050 | 0096 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 17,319.000 |
17,319.000 |
$41.000 |
TON | 5.7 |
| 0090 | 0097 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 7,524.000 |
7,524.000 |
$44.750 |
TON | 2.7 |
| 0080 | 0098 | CL2 ASPH SURF 0.38E PG64-22 | 00298 | 5,955.000 |
5,955.000 |
$44.750 |
TON | 2.1 |
| 0690 | 0099 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$90,000.000 |
LS | 0.7 |
| 0780 | 0100 | STAKING | 02726 | 1.000 |
1.000 |
$150,000.000 |
LS | 1.2 |
| 0700 | 0101 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$126,000.000 |
LS | 1.0 |
| 1040 | 0102 | QC CRUSHED STONE BASE | 0900900 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.3 |
| 0790 | 0103 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.1 |
| 0800 | 0104 | REMOVE STRUCTURE A | 02731 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.1 |
| 0710 | 0105 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$12,000.000 |
EACH | 0.2 |
Category Total $11,588,853.65 |
| SM- Project | X091006806001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C / BRIDGE OVER STONEY CREEK |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1080 | 0106 | STRUCTURE EXCAVATION-COMMON | 08001 | 448.000 |
448.000 |
$8.000 |
CUYD | 0.0 |
| 1100 | 0107 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 263.000 |
263.000 |
$25.000 |
CUYD | 0.1 |
| 1070 | 0108 | MASONRY COATING | 02998 | 945.000 |
945.000 |
$12.000 |
SQYD | 0.1 |
| 1120 | 0109 | CONCRETE-CLASS A | 08100 | 607.100 |
607.100 |
$285.000 |
CUYD | 1.4 |
| 1140 | 0110 | CONCRETE-CLASS AA | 08104 | 283.600 |
283.600 |
$350.000 |
CUYD | 0.8 |
| 1170 | 0111 | STEEL REINF-EPOXY COATED | 08151 | 52,870.000 |
52,870.000 |
$0.550 |
LB | 0.2 |
| 1150 | 0112 | STEEL REINFORCEMENT | 08150 | 62,842.000 |
62,842.000 |
$0.500 |
LB | 0.3 |
| 1180 | 0113 | PRECAST PC I BEAM TYPE 7 | 08637 | 780.000 |
780.000 |
$163.000 |
LF | 1.0 |
Category Total $481,422.00 |
| SM- Project | X091006806001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | CPES SUBSECTION E / BRIDGE OVER TRIBUTARY OF STONEY CREEK |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1090 | 0114 | STRUCTURE EXCAVATION-COMMON | 08001 | 75.000 |
75.000 |
$8.000 |
CUYD | 0.0 |
| 1110 | 0115 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 40.000 |
40.000 |
$25.000 |
CUYD | 0.0 |
| 1130 | 0116 | CONCRETE-CLASS A | 08100 | 41.800 |
41.800 |
$285.000 |
CUYD | 0.1 |
| 1160 | 0117 | STEEL REINFORCEMENT | 08150 | 3,932.000 |
3,932.000 |
$0.500 |
LB | 0.0 |
| 1190 | 0118 | PRECAST PC BOX BEAM B17-48 | 08652 | 116.000 |
116.000 |
$205.000 |
LF | 0.2 |
| 1200 | 0119 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | 48.000 |
48.000 |
$35.000 |
LF | 0.0 |
| 1060 | 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$32.250 |
EACH | 0.0 |
Category Total $41,003.50 |
| SM- Project | X091006806001 | CATEGORY NUMBER | 0007 | CATEGORY Description | TRAINEES | CPES SUBSECTION G / TRAINEES |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1210 | 0121 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | 3,200.000 |
3,200.000 |
$1.000 |
HOUR | 0.0 |
Category Total $3,200.00 |
| SM- Project | X091006806001 | CATEGORY NUMBER | 0009 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION | CPES SUBSECTION I |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1220 | 0122 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$195,000.000 |
LS | 1.6 |
| 1230 | 0123 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$182,010.000 |
LS | 1.5 |
Category Total $377,010.00 |