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Item List 051109 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051109 | Primary Project Number | DE11600900507 |
| Contract Description | MONTICELLO-BURNSIDE ROAD (KY90) | ||
| Primary County | WAYNE | Fed/St Number | 121GR05D131 |
| Vendor ID | 02886 | Vendor Name | HINKLE CONTRACTING CORP J/V MAGO CONSTRUCTION |
| Bid Amount | $ 3,975,283.67 | ||
| SM- Project | DE10000900508 |
| Fed/State Number | FD04 100 0090 000-005 |
| Project Description | MONTICELLO-BURNSIDE ROAD (KY 90) |
| *********** |
| SM- Project | DE10000900508 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | REMOVE PAVEMENT | 02091 | 158.000 |
158.000 |
$6.800 |
SQYD | 0.0 |
| 0020 | ROADWAY EXCAVATION | 02200 | 21,333.000 |
21,333.000 |
$8.380 |
CUYD | 4.5 |
| 0030 | WATER | 02242 | 900.000 |
900.000 |
$0.100 |
MGAL | 0.0 |
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 119.000 |
119.000 |
$19.600 |
LF | 0.1 |
| 0050 | REMOVE GUARDRAIL | 02381 | 112.500 |
112.500 |
$1.300 |
LF | 0.0 |
| 0060 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$2,160.000 |
EACH | 0.1 |
| 0070 | CLEARING AND GRUBBING 6.2 ACRES | 02545 | 1.000 |
1.000 |
$20,200.000 |
LS | 0.5 |
| 0080 | EDGE KEY | 02585 | 44.000 |
44.000 |
$30.000 |
LF | 0.0 |
| 0090 | MAINTAIN & CONTROL TRAFFIC PULASKI COUNTY | 02650 | 1.000 |
1.000 |
$14,800.000 |
LS | 0.4 |
| 0100 | TEMPORARY SILT FENCE | 02701 | 130.000 |
130.000 |
$4.000 |
LF | 0.0 |
| 0110 | SILT CHECK | 02705 | 9.000 |
9.000 |
$125.000 |
EACH | 0.0 |
| 0120 | CLEAN SILT CHECK | 02708 | 18.000 |
18.000 |
$30.000 |
EACH | 0.0 |
| 0130 | CLEAN TEMPORARY SILT FENCE | 02709 | 130.000 |
130.000 |
$0.700 |
LF | 0.0 |
| 0140 | EROSION CONTROL BLANKET | 05950 | 4,037.000 |
4,037.000 |
$1.300 |
SQYD | 0.1 |
| 0150 | SEEDING AND PROTECTION | 05985 | 8,744.000 |
8,744.000 |
$0.300 |
SQYD | 0.1 |
| 0160 | SPECIAL SEEDING CROWN VETCH | 05989 | 4,007.000 |
4,007.000 |
$0.200 |
SQYD | 0.0 |
| 0170 | CHANNEL LINING CLASS III | 02484 | 28.000 |
28.000 |
$22.800 |
TON | 0.0 |
| 0180 | REMOVE HEADWALL | 02625 | 2.000 |
2.000 |
$548.000 |
EACH | 0.0 |
| 0190 | INSPECT & CERTIFY EDGE DRAIN SYSTEM PULASKI COUNTY | 01015 | 1.000 |
1.000 |
$1,280.000 |
LS | 0.0 |
| 0200 | R/W MARKER RURAL TYPE 1 | 02434 | 16.000 |
16.000 |
$80.000 |
EACH | 0.0 |
| 0210 | FABRIC-GEOTEXTILE TYPE I | 02596 | 19.000 |
19.000 |
$1.600 |
SQYD | 0.0 |
| 0220 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 66.000 |
66.000 |
$2.500 |
SQYD | 0.0 |
| 0230 | STAKING PULASKI COUNTY | 02726 | 1.000 |
1.000 |
$11,600.000 |
LS | 0.3 |
| 0240 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 9,846.000 |
9,846.000 |
$0.180 |
LF | 0.0 |
| 0250 | PAVEMENT MARKER TYPE V-MW | 06589 | 35.000 |
35.000 |
$18.950 |
EACH | 0.0 |
| 0260 | PAVEMENT MARKER TYPE V-BY | 06591 | 58.000 |
128.000 |
$18.950 |
EACH | 0.0 |
| 0280 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 429.000 |
429.000 |
$42.250 |
TON | 0.5 |
| 0290 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 2,407.000 |
2,407.000 |
$38.500 |
TON | 2.3 |
| 0300 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,176.000 |
1,176.000 |
$38.500 |
TON | 1.1 |
| 0301 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 1,157.000 |
1,157.000 |
$41.000 |
TON | 1.2 |
| 0302 | CL3 ASPH SURF 0.5B PG70-28 | 20564ES400 | 936.000 |
936.000 |
$54.250 |
TON | 1.3 |
| 0310 | DGA BASE | 00001 | 10,359.000 |
9,059.000 |
$14.550 |
TON | 3.8 |
| 0320 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 1,112.000 |
1,112.000 |
$34.500 |
TON | 1.0 |
| 0330 | ASPHALT CURING SEAL 2 LB/SQ.YD | 00358 | 5.800 |
5.800 |
$450.000 |
TON | 0.1 |
| 0340 | SAND FOR BLOTTER 3LB/SQ.YD. | 02702 | 8.600 |
8.600 |
$30.000 |
TON | 0.0 |
| 0350 | TRAFFIC BOUND BASE | 00020 | 130.000 |
130.000 |
$21.200 |
TON | 0.1 |
| 0360 | ASPHALT SEAL AGGREGATE | 00100 | 20.500 |
20.500 |
$55.000 |
TON | 0.0 |
| 0370 | EMULSIFIED ASPHALT RS-2 | 00291 | 2.500 |
2.500 |
$450.000 |
TON | 0.0 |
| 0380 | CULVERT PIPE-21 INCH | 00463 | 58.000 |
58.000 |
$61.000 |
LF | 0.1 |
| 0390 | ENTRANCE PIPE-15 INCH | 00440 | 294.000 |
294.000 |
$43.000 |
LF | 0.3 |
| 0400 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,740.000 |
EACH | 0.0 |
| 0410 | PERFORATED PIPE-4 INCH | 01000 | 3,700.000 |
3,700.000 |
$3.400 |
LF | 0.3 |
| 0420 | NON-PERFORATED PIPE-4 INCH | 01010 | 180.000 |
180.000 |
$7.400 |
LF | 0.0 |
| 0430 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$390.000 |
EACH | 0.0 |
| 0440 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 8.000 |
8.000 |
$380.000 |
EACH | 0.1 |
| 0450 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 9.000 |
9.000 |
$42.100 |
TON | 0.0 |
| 0460 | CONCRETE-CLASS A | 08100 | 3.680 |
3.680 |
$1,580.000 |
CUYD | 0.1 |
| 0470 | STEEL REINFORCEMENT | 08150 | 24.000 |
24.000 |
$1.000 |
LB | 0.0 |
| 8002 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
60.000 |
$5.000 |
EACH | 0.0 |
| 8004 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
19,300.000 |
$0.180 |
LF | 0.0 |
| 8006 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
19,300.000 |
$0.590 |
LF | 0.0 |
| 8008 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 0.000 |
370.000 |
$38.500 |
TON | 0.0 |
| 8011 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8013 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 0.000 |
900.000 |
$0.750 |
LF | 0.0 |
| 8015 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 0.000 |
20.000 |
$8.950 |
EACH | 0.0 |
Category Total $744,195.72 |
| SM- Project | DE10000900508 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0480 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$23,458.000 |
LS | 0.6 |
| 0490 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$12,122.000 |
LS | 0.3 |
Category Total $35,580.00 |
| SM- Project | DE11600900507 |
| Fed/State Number | FD04 116 0090 011-026 |
| Project Description | MONTICELLO-BURNSIDE ROAD (KY 90) |
| *********** |
| SM- Project | DE11600900507 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | REMOVE PAVEMENT | 02091 | 689.000 |
689.000 |
$6.800 |
SQYD | 0.1 |
| 0020 | ROADWAY EXCAVATION | 02200 | 57,107.000 |
57,107.000 |
$8.380 |
CUYD | 12.0 |
| 0030 | WATER | 02242 | 3,800.000 |
3,800.000 |
$0.100 |
MGAL | 0.0 |
| 0040 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 1,016.000 |
1,016.000 |
$6.300 |
LF | 0.2 |
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 700.000 |
700.000 |
$19.600 |
LF | 0.3 |
| 0060 | REMOVE GUARDRAIL | 02381 | 5,238.000 |
5,238.000 |
$1.300 |
LF | 0.2 |
| 0070 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$2,160.000 |
EACH | 0.1 |
| 0080 | CLEARING AND GRUBBING 33.8 ACRES | 02545 | 1.000 |
1.000 |
$76,900.000 |
LS | 1.9 |
| 0090 | EDGE KEY | 02585 | 132.000 |
132.000 |
$30.000 |
LF | 0.1 |
| 0100 | MAINTAIN & CONTROL TRAFFIC WAYNE COUNTY | 02650 | 1.000 |
1.000 |
$58,100.000 |
LS | 1.5 |
| 0110 | TEMPORARY SILT FENCE | 02701 | 3,873.000 |
3,873.000 |
$4.000 |
LF | 0.4 |
| 0120 | SILT CHECK TYPE 2 | 02705 | 35.000 |
35.000 |
$125.000 |
EACH | 0.1 |
| 0130 | CLEAN SILT CHECK | 02708 | 70.000 |
70.000 |
$30.000 |
EACH | 0.1 |
| 0140 | CLEAN TEMPORARY SILT FENCE | 02709 | 3,873.000 |
3,873.000 |
$0.700 |
LF | 0.1 |
| 0150 | EROSION CONTROL BLANKET | 05950 | 13,400.000 |
13,400.000 |
$1.300 |
SQYD | 0.4 |
| 0160 | SEEDING AND PROTECTION | 05985 | 70,561.000 |
70,561.000 |
$0.300 |
SQYD | 0.5 |
| 0170 | SPECIAL SEEDING CROWN VETCH | 05989 | 1,995.000 |
1,995.000 |
$0.200 |
SQYD | 0.0 |
| 0180 | CHANNEL LINING CLASS II | 02483 | 343.000 |
343.000 |
$24.300 |
TON | 0.2 |
| 0190 | CHANNEL LINING CLASS III | 02484 | 1,177.000 |
1,177.000 |
$22.800 |
TON | 0.7 |
| 0200 | REMOVE HEADWALL | 02625 | 10.000 |
10.000 |
$548.000 |
EACH | 0.1 |
| 0210 | INSPECT & CERTIFY EDGE DRAIN SYSTEM WAYNE COUNTY | 01015 | 1.000 |
1.000 |
$5,830.000 |
LS | 0.1 |
| 0220 | R/W MARKER RURAL TYPE 1 | 02434 | 50.000 |
50.000 |
$80.000 |
EACH | 0.1 |
| 0240 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,102.000 |
2,102.000 |
$1.600 |
SQYD | 0.1 |
| 0250 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 401.000 |
401.000 |
$2.500 |
SQYD | 0.0 |
| 0260 | STAKING WAYNE COUNTY | 02726 | 1.000 |
1.000 |
$51,400.000 |
LS | 1.3 |
| 0270 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 44,358.000 |
44,358.000 |
$0.180 |
LF | 0.2 |
| 0280 | PAVEMENT MARKER TYPE V-MW | 06589 | 202.000 |
202.000 |
$18.950 |
EACH | 0.1 |
| 0290 | PAVEMENT MARKER TYPE V-BY | 06591 | 254.000 |
768.000 |
$18.950 |
EACH | 0.1 |
| 0310 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 1,875.000 |
1,875.000 |
$42.250 |
TON | 2.0 |
| 0320 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 10,536.000 |
10,536.000 |
$38.500 |
TON | 10.2 |
| 0330 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 5,045.000 |
5,045.000 |
$38.500 |
TON | 4.9 |
| 0331 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 5,169.000 |
5,169.000 |
$41.000 |
TON | 5.3 |
| 0332 | CL3 ASPH SURF 0.5B PG70-28 | 20564ES400 | 4,134.000 |
4,134.000 |
$54.250 |
TON | 5.6 |
| 0340 | DGA BASE | 00001 | 47,048.000 |
40,788.000 |
$14.550 |
TON | 17.2 |
| 0350 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 4,903.000 |
4,903.000 |
$34.500 |
TON | 4.3 |
| 0360 | ASPHALT CURING SEAL | 00358 | 25.200 |
25.200 |
$450.000 |
TON | 0.3 |
| 0370 | SAND FOR BLOTTER 3 LB/SQ.YD. | 02702 | 37.400 |
37.400 |
$30.000 |
TON | 0.0 |
| 0380 | TRAFFIC BOUND BASE | 00020 | 537.000 |
537.000 |
$21.200 |
TON | 0.3 |
| 0390 | ASPHALT SEAL AGGREGATE | 00100 | 89.500 |
89.500 |
$55.000 |
TON | 0.1 |
| 0400 | EMULSIFIED ASPHALT RS-2 | 00291 | 10.500 |
10.500 |
$450.000 |
TON | 0.1 |
| 0410 | CULVERT PIPE-18 INCH | 00462 | 108.000 |
108.000 |
$58.000 |
LF | 0.2 |
| 0420 | CULVERT PIPE-36 INCH | 00468 | 88.000 |
88.000 |
$111.000 |
LF | 0.2 |
| 0430 | CULVERT PIPE-60 INCH | 00472 | 54.000 |
54.000 |
$310.000 |
LF | 0.4 |
| 0440 | ENTRANCE PIPE-15 INCH | 00440 | 203.000 |
203.000 |
$43.000 |
LF | 0.2 |
| 0450 | ENTRANCE PIPE-18 INCH | 00441 | 306.000 |
306.000 |
$53.000 |
LF | 0.4 |
| 0460 | ENTRANCE PIPE-24 INCH | 00443 | 48.000 |
48.000 |
$56.000 |
LF | 0.1 |
| 0470 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 4.000 |
4.000 |
$2,150.000 |
EACH | 0.2 |
| 0480 | METAL END SECTION TY 3-60 INCH | 01399 | 4.000 |
4.000 |
$9,650.000 |
EACH | 1.0 |
| 0490 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$1,720.000 |
EACH | 0.0 |
| 0500 | PERFORATED PIPE-4 INCH | 01000 | 19,500.000 |
19,500.000 |
$3.400 |
LF | 1.7 |
| 0510 | NON-PERFORATED PIPE-4 INCH | 01010 | 860.000 |
860.000 |
$7.400 |
LF | 0.2 |
| 0520 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 27.000 |
27.000 |
$390.000 |
EACH | 0.3 |
| 0530 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 14.000 |
14.000 |
$380.000 |
EACH | 0.1 |
| 0540 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 41.000 |
41.000 |
$42.100 |
TON | 0.0 |
| 0550 | CONCRETE-CLASS A | 08100 | 6.450 |
6.450 |
$1,580.000 |
CUYD | 0.3 |
| 0560 | STEEL REINFORCEMENT | 08150 | 579.000 |
579.000 |
$1.000 |
LB | 0.0 |
| 8000 | SIGNS | 02562 | 0.000 |
475.000 |
$9.750 |
SQFT | 0.0 |
| 8001 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
260.000 |
$5.000 |
EACH | 0.0 |
| 8003 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
84,800.000 |
$0.180 |
LF | 0.0 |
| 8005 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
84,800.000 |
$0.590 |
LF | 0.0 |
| 8007 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 0.000 |
1,640.000 |
$38.500 |
TON | 0.0 |
| 8009 | PIPE UNDERCUT | 02219 | 0.000 |
20.000 |
$20.000 |
CUYD | 0.0 |
| 8010 | GRANULAR EMBANKMENT -PIPE FOUNDATION | 02223 | 0.000 |
20.000 |
$29.000 |
CUYD | 0.0 |
| 8012 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8014 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 0.000 |
6,760.000 |
$0.750 |
LF | 0.0 |
| 8016 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 0.000 |
60.000 |
$8.950 |
EACH | 0.0 |
Category Total $3,053,187.95 |
| SM- Project | DE11600900507 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0570 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$93,832.000 |
LS | 2.4 |
| 0580 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$48,488.000 |
LS | 1.2 |
Category Total $142,320.00 |