|
Item List 061043 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 061043 | Primary Project Number | DE06300750643 |
| Contract Description | LEXINGTON-TENNESSEE STATE LINE ROAD (I-75) | ||
| Primary County | LAUREL | Fed/St Number | IM 75-2(82)41 |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 17,171,166.63 | ||
| SM- Project | DE06300750643 |
| Fed/State Number | IM 75-2(82)41 |
| Project Description | LEXINGTON-TENNESSEE STATE LINE ROAD (I-75) |
| *********** |
| SM- Project | DE06300750643 | 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 | 29,314.000 |
29,314.000 |
$19.500 |
TON | 3.3 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 6,918.000 |
6,918.000 |
$24.250 |
TON | 1.0 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 1,551.000 |
1,551.000 |
$49.150 |
TON | 0.4 |
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | 5,050.000 |
5,050.000 |
$66.500 |
TON | 2.0 |
| 0050 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 19,150.000 |
19,150.000 |
$54.250 |
TON | 6.1 |
| 0060 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 60,936.000 |
60,936.000 |
$56.100 |
TON | 19.9 |
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 18,136.000 |
18,136.000 |
$58.650 |
TON | 6.2 |
| 0080 | CL3 ASPH BASE 1.00D PG64-22 PERF PIPE CAP | 00214 | 3,385.000 |
3,385.000 |
$74.100 |
TON | 1.5 |
| 0090 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 46,696.000 |
46,696.000 |
$66.150 |
TON | 18.0 |
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | 186.000 |
186.000 |
$425.000 |
TON | 0.5 |
| 0110 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 6,741.000 |
6,741.000 |
$61.900 |
TON | 2.4 |
| 0120 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 19,796.000 |
19,796.000 |
$79.750 |
TON | 9.2 |
| 0130 | ASPHALT PLACEMENT WITH MTV | 00338 | 127,428.000 |
127,428.000 |
$1.950 |
TON | 1.4 |
| 0140 | PERFORATED PIPE-4 INCH | 01000 | 71,616.000 |
71,616.000 |
$4.400 |
LF | 1.8 |
| 0150 | PERFORATED PIPE-6 INCH | 01001 | 66,841.000 |
66,841.000 |
$4.900 |
LF | 1.9 |
| 0160 | NON-PERFORATED PIPE-4 INCH | 01010 | 5,226.000 |
5,226.000 |
$11.750 |
LF | 0.4 |
| 0170 | NON-PERFORATED PIPE-6 INCH | 01011 | 3,746.000 |
3,746.000 |
$12.500 |
LF | 0.3 |
| 0180 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$29,100.000 |
LS | 0.2 |
| 0190 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 47.000 |
47.000 |
$375.000 |
EACH | 0.1 |
| 0200 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 11.000 |
11.000 |
$375.000 |
EACH | 0.0 |
| 0210 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 147.000 |
147.000 |
$400.000 |
EACH | 0.3 |
| 0220 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 43.000 |
43.000 |
$400.000 |
EACH | 0.1 |
| 0230 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 23.000 |
23.000 |
$150.000 |
EACH | 0.0 |
| 0240 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 117.000 |
117.000 |
$200.000 |
EACH | 0.1 |
| 0250 | ISLAND CURB AND GUTTER | 01825 | 169.000 |
169.000 |
$50.000 |
LF | 0.0 |
| 0260 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | 245.000 |
245.000 |
$8.000 |
EACH | 0.0 |
| 0270 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | 25.000 |
25.000 |
$8.000 |
EACH | 0.0 |
| 0280 | RELOCATE TEMP CONC MED BARRIER | 02003 | 4,120.000 |
4,120.000 |
$2.050 |
LF | 0.0 |
| 0290 | REMOVE PAVEMENT | 02091 | 2,700.000 |
8,860.000 |
$84.620 |
SQYD | 1.3 |
| 0300 | BREAKING AND SEATING PAVEMENT | 02107 | 193,659.000 |
193,659.000 |
$1.310 |
SQYD | 1.5 |
| 0310 | REMOVE PAVED DITCH | 02165 | 1,825.000 |
889.000 |
$15.000 |
SQYD | 0.2 |
| 0320 | EMBANKMENT IN PLACE | 02230 | 6,650.000 |
6,650.000 |
$25.000 |
CUYD | 1.0 |
| 0330 | DITCHING | 02237 | 3,140.000 |
3,140.000 |
$8.600 |
LF | 0.2 |
| 0340 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 30,663.000 |
30,663.000 |
$16.250 |
LF | 2.9 |
| 0350 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 550.000 |
550.000 |
$28.000 |
LF | 0.1 |
| 0360 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$55.000 |
EACH | 0.0 |
| 0370 | CRASH CUSHION TYPE IX-A | 02365 | 4.000 |
4.000 |
$5,100.000 |
EACH | 0.1 |
| 0380 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 16.000 |
16.000 |
$2,700.000 |
EACH | 0.3 |
| 0390 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 45.000 |
45.000 |
$600.000 |
EACH | 0.2 |
| 0400 | REMOVE GUARDRAIL | 02381 | 30,338.000 |
30,338.000 |
$1.600 |
LF | 0.3 |
| 0410 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | 8.000 |
0.000 |
$625.000 |
EACH | 0.0 |
| 0420 | GUARDRAIL CONNECTOR TO SHLD BRIDGE PIER TY A-1 | 02384 | 4.000 |
0.000 |
$475.000 |
EACH | 0.0 |
| 0430 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 7.000 |
7.000 |
$2,100.000 |
EACH | 0.1 |
| 0440 | CHANNEL LINING CLASS III | 02484 | 1,217.000 |
1,217.000 |
$28.600 |
TON | 0.2 |
| 0450 | SIGNS | 02562 | 1,500.000 |
1,500.000 |
$7.730 |
SQFT | 0.1 |
| 0460 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 7,196.000 |
7,196.000 |
$1.500 |
SQYD | 0.1 |
| 0470 | REMOVE HEADWALL | 02625 | 2.000 |
2.000 |
$275.000 |
EACH | 0.0 |
| 0480 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$340,000.000 |
LS | 2.0 |
| 0490 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$8,000.000 |
EACH | 0.2 |
| 0500 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0510 | ASPH PAVE MILLING & TEXTURING | 02677 | 602.000 |
602.000 |
$71.000 |
TON | 0.2 |
| 0520 | TEMPORARY SILT FENCE | 02701 | 72,284.000 |
72,284.000 |
$0.010 |
LF | 0.0 |
| 0530 | CLEAN TEMPORARY SILT FENCE | 02709 | 144,568.000 |
144,568.000 |
$0.010 |
LF | 0.0 |
| 0540 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0550 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
4.000 |
$8,000.000 |
EACH | 0.1 |
| 0560 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 2,490.000 |
2,490.000 |
$31.000 |
LF | 0.4 |
| 0570 | EROSION CONTROL BLANKET | 05950 | 70,677.000 |
70,677.000 |
$1.250 |
SQYD | 0.5 |
| 0580 | TOPDRESSING FERTILIZER | 05966 | 14.000 |
14.000 |
$488.000 |
TON | 0.0 |
| 0590 | SEEDING AND PROTECTION | 05985 | 194,361.000 |
194,361.000 |
$0.300 |
SQYD | 0.3 |
| 0600 | FLEXIBLE DELINEATOR POST-W | 06417 | 209.000 |
209.000 |
$33.750 |
EACH | 0.0 |
| 0610 | FLEXIBLE DELINEATOR POST-Y | 06418 | 16.000 |
16.000 |
$33.750 |
EACH | 0.0 |
| 0620 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 429,804.000 |
429,804.000 |
$0.250 |
LF | 0.6 |
| 0630 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | 89,664.000 |
89,664.000 |
$0.260 |
LF | 0.1 |
| 0640 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | 71,634.000 |
71,634.000 |
$0.260 |
LF | 0.1 |
| 0650 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 4,000.000 |
4,000.000 |
$2.500 |
LF | 0.1 |
| 0660 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 19,920.000 |
3,070.000 |
$1.300 |
LF | 0.2 |
| 0670 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 896.000 |
896.000 |
$19.000 |
EACH | 0.1 |
| 0680 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 20.000 |
20.000 |
$5.000 |
EACH | 0.0 |
| 0690 | CONCRETE-CLASS A | 08100 | 6.800 |
6.800 |
$1,300.000 |
CUYD | 0.1 |
| 0700 | LOT PAY ADJUSTMENT | 10000NS | 267,720.000 |
267,720.000 |
$1.000 |
DOLL | 1.6 |
| 0710 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 215,485.000 |
215,485.000 |
$1.000 |
DOLL | 1.3 |
| 0720 | FUEL ADJUSTMENT | 10020NS | 165,744.000 |
165,744.000 |
$1.000 |
DOLL | 1.0 |
| 0730 | ASPHALT ADJUSTMENT | 10030NS | 323,581.000 |
323,581.000 |
$1.000 |
DOLL | 1.9 |
| 0740 | OBJECT MARKER TY 3 | 20191ED | 4.000 |
4.000 |
$90.000 |
EACH | 0.0 |
| 0750 | REM ASPHALT WEDGE CURB | 20192ED | 7,410.000 |
7,410.000 |
$2.250 |
LF | 0.1 |
| 0760 | REMOVE FLUME | 20195ED | 5.000 |
5.000 |
$1,700.000 |
EACH | 0.0 |
| 0770 | MILLED RUMBLE STRIPS | 20314ED | 144,291.000 |
144,291.000 |
$0.380 |
LF | 0.3 |
| 0780 | REPLACE GRATE | 20366ED | 8.000 |
8.000 |
$700.000 |
EACH | 0.0 |
| 0790 | SILT TRAP TYPE C | 20496NS843 | 114.000 |
114.000 |
$550.000 |
EACH | 0.4 |
| 0800 | CLEAN SILT TRAP TYPE C | 20497NS843 | 228.000 |
228.000 |
$0.010 |
EACH | 0.0 |
| 0810 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$1,825.000 |
EACH | 0.0 |
| 0820 | REMOVE PERF PIPE HEADWALL | 21597EN | 200.000 |
200.000 |
$100.000 |
EACH | 0.1 |
| 8000 | EW~ Truck Mounted Variable Message Board | 10103NX | 0.000 |
1,500.000 |
$90.000 |
HOUR | 0.0 |
| 8001 | REMOVE DROP BOX INLET | 01585 | 0.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 8002 | RELOCATE CRASH CUSHION | 02898 | 0.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 8003 | PAVE STRIPING REMOVAL-6 INCH | 06531 | 0.000 |
17,500.000 |
$1.250 |
LF | 0.0 |
| 8004 | DELINEATOR FOR BARRIER-WHITE | 01984 | 0.000 |
112.000 |
$8.500 |
EACH | 0.0 |
| 8005 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 0.000 |
112.000 |
$8.500 |
EACH | 0.0 |
| 8006 | EW~ Eliminate Bridge End Drainage | 10094NX | 0.000 |
8.000 |
$2,300.000 |
EACH | 0.0 |
| 8007 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 0.000 |
8.000 |
$2,400.000 |
EACH | 0.0 |
| 8008 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 0.000 |
4.000 |
$475.000 |
EACH | 0.0 |
| 8009 | NON-SPEC MATERIAL CONCRETE-CLASS A | 10070NS | 0.000 |
-169.600 |
$1.000 |
DOLL | 0.0 |
Category Total $16,735,885.55 |
| SM- Project | DE06300750643 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 16589 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0830 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 506.000 |
506.000 |
$15.000 |
LF | 0.0 |
| 0840 | REPLACE NEOPRENE SEAL | 20664ED | 176.000 |
176.000 |
$80.000 |
LF | 0.1 |
| 0850 | RETROFIT BARRIER | 21580EN | 506.000 |
506.000 |
$80.000 |
LF | 0.2 |
| 0860 | RETROFIT WING BARRIER | 21581EN | 72.000 |
72.000 |
$460.000 |
LF | 0.2 |
Category Total $95,270.00 |
| SM- Project | DE06300750643 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 16590 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0870 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | 470.000 |
470.000 |
$15.000 |
LF | 0.0 |
| 0880 | REPLACE NEOPRENE SEAL | 20664ED | 152.000 |
152.000 |
$80.000 |
LF | 0.1 |
| 0890 | RETROFIT BARRIER | 21580EN | 470.000 |
470.000 |
$80.000 |
LF | 0.2 |
| 0900 | RETROFIT WING BARRIER | 21581EN | 64.000 |
64.000 |
$460.000 |
LF | 0.2 |
Category Total $86,250.00 |
| SM- Project | DE06300750643 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$253,761.083 |
LS | 1.5 |
Category Total $253,761.08 |