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Item List 041216 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041216 | Primary Project Number | D078004904215 |
| Contract Description | BRADFORDSVILLE-LEBANON ROAD (KY 49) | ||
| Primary County | MARION | Fed/St Number | STPR 5115 (20) |
| Vendor ID | 01943 | Vendor Name | HAYDON BROTHERS CONTRACTING INC |
| Bid Amount | $ 2,376,600.00 | ||
| SM- Project | D078004904215 |
| Fed/State Number | STPR 5115 (20) |
| Project Description | BRADFORDSVILLE-LEBANON ROAD (KY 49) |
| *********** |
| SM- Project | D078004904215 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 19,925.900 |
19,925.900 |
$15.500 |
TON | 13.0 |
| 0020 | LIME STABILIZED ROADBED | 00013 | 18,187.900 |
12,911.110 |
$2.200 |
SQYD | 1.7 |
| 0030 | LIME | 00014 | 491.100 |
384.740 |
$90.000 |
TON | 1.9 |
| 0040 | TRAFFIC BOUND BASE | 00020 | 500.000 |
500.000 |
$15.000 |
TON | 0.3 |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 17.000 |
17.000 |
$50.000 |
TON | 0.0 |
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | 106.900 |
106.900 |
$40.000 |
TON | 0.2 |
| 0070 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 489.400 |
489.400 |
$37.780 |
TON | 0.8 |
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 7,904.000 |
7,904.000 |
$37.490 |
TON | 12.5 |
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | 13.000 |
13.000 |
$400.000 |
TON | 0.2 |
| 0100 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 294.000 |
294.000 |
$42.500 |
TON | 0.5 |
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,337.100 |
1,337.100 |
$42.500 |
TON | 2.4 |
| 0120 | ASPHALT CURING SEAL | 00358 | 18.300 |
11.050 |
$275.000 |
TON | 0.2 |
| 0130 | ENTRANCE PIPE-15 INCH | 00440 | 154.000 |
154.000 |
$22.500 |
LF | 0.1 |
| 0140 | ENTRANCE PIPE-18 INCH | 00441 | 287.000 |
287.000 |
$25.000 |
LF | 0.3 |
| 0150 | ENTRANCE PIPE-24 INCH | 00443 | 96.000 |
96.000 |
$30.000 |
LF | 0.1 |
| 0160 | ENTRANCE PIPE-30 INCH | 00445 | 66.000 |
66.000 |
$35.000 |
LF | 0.1 |
| 0170 | CULVERT PIPE-18 INCH | 00462 | 56.000 |
56.000 |
$50.000 |
LF | 0.1 |
| 0180 | CULVERT PIPE-30 INCH | 00466 | 100.000 |
100.000 |
$50.000 |
LF | 0.2 |
| 0190 | CULVERT PIPE-36 INCH | 00468 | 136.000 |
136.000 |
$75.000 |
LF | 0.4 |
| 0200 | CULVERT PIPE-48 INCH | 00470 | 253.000 |
253.000 |
$100.000 |
LF | 1.1 |
| 0210 | CULVERT PIPE-66 INCH | 00473 | 92.000 |
92.000 |
$160.000 |
LF | 0.6 |
| 0220 | CULVERT PIPE-42 INCH EQUIV | 00498 | 30.000 |
30.000 |
$100.000 |
LF | 0.1 |
| 0230 | PERFORATED PIPE-4 INCH | 01000 | 1,048.000 |
1,048.000 |
$6.000 |
LF | 0.3 |
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | 322.000 |
322.000 |
$6.000 |
LF | 0.1 |
| 0250 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 5.000 |
5.000 |
$350.000 |
EACH | 0.1 |
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 7.000 |
7.000 |
$350.000 |
EACH | 0.1 |
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 5.000 |
5.000 |
$350.000 |
EACH | 0.1 |
| 0280 | REMOVE PIPE | 01310 | 405.000 |
405.000 |
$5.000 |
LF | 0.1 |
| 0290 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0300 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$1,450.000 |
EACH | 0.1 |
| 0310 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
100.000 |
$25.000 |
LF | 0.1 |
| 0320 | BARRICADE-TYPE III | 02014 | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 0330 | REMOVE PAVEMENT | 02091 | 6,057.000 |
6,057.000 |
$3.000 |
SQYD | 0.8 |
| 0340 | ROADWAY EXCAVATION | 02200 | 242,474.000 |
242,474.000 |
$2.500 |
CUYD | 25.5 |
| 0350 | GRANULAR EMBANKMENT | 02223 | 1,623.000 |
1,623.000 |
$30.000 |
CUYD | 2.0 |
| 0360 | WATER | 02242 | 1.400 |
1.400 |
$1.000 |
MGAL | 0.0 |
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,257.000 |
1,257.000 |
$17.450 |
LF | 0.9 |
| 0380 | GUARDRAIL TERMINAL SECTION NO 1 4 TO BE TEMPORARY | 02360 | 12.000 |
12.000 |
$40.550 |
EACH | 0.0 |
| 0390 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,015.000 |
EACH | 0.3 |
| 0400 | REMOVE GUARDRAIL | 02381 | 1,334.000 |
1,334.000 |
$1.500 |
LF | 0.1 |
| 0410 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$2,040.000 |
EACH | 0.1 |
| 0420 | TEMPORARY GUARDRAIL | 02397 | 505.000 |
505.000 |
$8.300 |
LF | 0.2 |
| 0430 | R/W MARKER RURAL TYPE 1 | 02434 | 44.000 |
44.000 |
$71.350 |
EACH | 0.1 |
| 0440 | CHANNEL LINING CLASS II | 02483 | 3,281.000 |
3,281.000 |
$24.000 |
TON | 3.3 |
| 0450 | CHANNEL LINING CLASS III | 02484 | 3,154.000 |
3,154.000 |
$24.000 |
TON | 3.2 |
| 0460 | CLEARING AND GRUBBING 33.44 ACRES | 02545 | 1.000 |
1.000 |
$30,000.000 |
LS | 1.3 |
| 0470 | SIGNS | 02562 | 898.500 |
898.500 |
$6.500 |
SQFT | 0.2 |
| 0480 | EDGE KEY | 02585 | 27.400 |
27.400 |
$100.000 |
LF | 0.1 |
| 0490 | FABRIC-GEOTEXTILE TYPE III | 02598 | 213.000 |
213.000 |
$2.500 |
SQYD | 0.0 |
| 0500 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 9,092.000 |
9,092.000 |
$1.500 |
SQYD | 0.6 |
| 0510 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0520 | DIVERSIONS (BY-PASS DETOURS) TEMPORARY ENTRANCE | 02651 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.1 |
| 0530 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 0540 | ASPH PAVE MILLING & TEXTURING | 02677 | 84.000 |
84.000 |
$95.000 |
TON | 0.3 |
| 0550 | TEMPORARY SILT FENCE | 02701 | 656.000 |
656.000 |
$2.000 |
LF | 0.1 |
| 0560 | SAND FOR BLOTTER | 02702 | 45.500 |
45.500 |
$25.000 |
TON | 0.0 |
| 0570 | SILT TRAP TYPE B | 02704 | 5.000 |
5.000 |
$200.000 |
EACH | 0.0 |
| 0580 | SILT CHECK TYPE II | 02705 | 78.000 |
57.000 |
$100.000 |
EACH | 0.3 |
| 0590 | CLEAN SILT TRAP TYPE B | 02707 | 10.000 |
10.000 |
$1.000 |
EACH | 0.0 |
| 0600 | CLEAN SILT CHECK | 02708 | 156.000 |
156.000 |
$1.000 |
EACH | 0.0 |
| 0610 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,312.000 |
1,312.000 |
$1.000 |
LF | 0.1 |
| 0620 | STAKING | 02726 | 1.000 |
1.000 |
$29,000.000 |
LS | 1.2 |
| 0630 | REMOVE STRUCTURE ABANDONED KY 49 BRIDGE | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0640 | REMOVE STRUCTURE EXIST KY 49 BRIDGE | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.6 |
| 0650 | EROSION CONTROL BLANKET | 05950 | 3,322.000 |
3,322.000 |
$1.150 |
SQYD | 0.2 |
| 0660 | TEMP SEEDING AND PROTECTION | 05953 | 6,328.000 |
6,328.000 |
$0.220 |
SQYD | 0.1 |
| 0670 | TOPDRESSING FERTILIZER | 05966 | 7.000 |
7.000 |
$320.000 |
TON | 0.1 |
| 0680 | SEEDING AND PROTECTION | 05985 | 126,554.000 |
126,554.000 |
$0.270 |
SQYD | 1.4 |
| 0690 | SPECIAL SEEDING CROWN VETCH | 05989 | 27,000.000 |
27,000.000 |
$0.170 |
SQYD | 0.2 |
| 0700 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 6,000.000 |
6,000.000 |
$0.120 |
LF | 0.0 |
| 0710 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 24,000.000 |
24,000.000 |
$0.120 |
LF | 0.1 |
| 0720 | CONCRETE-CLASS A | 08100 | 44.340 |
44.340 |
$500.000 |
CUYD | 0.9 |
| 0730 | STEEL REINFORCEMENT | 08150 | 3,349.000 |
3,349.000 |
$1.000 |
LB | 0.1 |
| 0732 | SHADE TREES | 20367ES724 | 1.000 |
1.000 |
$4,720.000 |
LS | 0.2 |
| 0734 | RIPARIAN ZONE SEEDING | 20368ES724 | 1.000 |
1.000 |
$396.000 |
LS | 0.0 |
| 8000 | ROCK ROADBED exchanged 1FT of rock roadbed for lime stabilization | 07611 | 0.000 |
3,703.700 |
$6.257 |
CUYD | 0.0 |
| 8001 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
2,000.000 |
$1.050 |
LF | 0.0 |
| 8004 | FUEL ADJUSTMENT | 10020NS | 0.000 |
2,778.150 |
$1.000 |
DOLL | 0.0 |
| 8005 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
3,533.300 |
$1.000 |
DOLL | 0.0 |
Category Total $1,980,895.41 |
| SM- Project | D078004904215 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0740 | FABRIC-GEOTEXTILE TYPE I | 02596 | 524.000 |
524.000 |
$2.500 |
SQYD | 0.1 |
| 0750 | MASONRY COATING | 02998 | 224.000 |
224.000 |
$12.500 |
SQYD | 0.1 |
| 0760 | ARMORED EDGE FOR CONCRETE | 03299 | 104.400 |
104.400 |
$45.000 |
LF | 0.2 |
| 0770 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 136.000 |
136.000 |
$40.000 |
CUYD | 0.2 |
| 0780 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0790 | CYCLOPEAN STONE RIP RAP | 08019 | 372.000 |
372.000 |
$21.450 |
TON | 0.3 |
| 0800 | CONCRETE-CLASS A | 08100 | 170.000 |
170.000 |
$380.000 |
CUYD | 2.7 |
| 0810 | CONCRETE-CLASS AA | 08104 | 92.000 |
92.000 |
$435.000 |
CUYD | 1.7 |
| 0820 | STEEL REINFORCEMENT | 08150 | 14,262.000 |
14,262.000 |
$0.800 |
LB | 0.5 |
| 0830 | STEEL REINF-EPOXY COATED | 08151 | 15,686.000 |
15,686.000 |
$0.950 |
LB | 0.6 |
| 0840 | PRECAST PC BOX BEAM SB23 | 20357ED | 377.800 |
377.800 |
$275.000 |
LF | 4.4 |
Category Total $262,053.70 |
| SM- Project | D078004904215 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION AND MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0850 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$100,000.000 |
LS | 4.2 |
| 0860 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$33,650.890 |
LS | 1.4 |
Category Total $133,650.89 |
| SM- Project | D078004904215 | CATEGORY NUMBER | 0004 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8002 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10020NS | 0.000 |
8,219.570 |
$1.000 |
DOLL | 0.0 |
| 8003 | ASPHALT ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10030NS | 0.000 |
2,341.030 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |