|
Item List 051052 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051052 | Primary Project Number | DE06300300552 |
| Contract Description | LONDON-TYNER ROAD (KY30) | ||
| Primary County | LAUREL | Fed/St Number | FD04 063 0030 |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 3,670,541.99 | ||
| SM- Project | DE06300300552 |
| Fed/State Number | FD04 063 0030 |
| Project Description | LONDON-TYNER ROAD (KY30) |
| *********** |
| SM- Project | DE06300300552 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 25,654.000 |
4,323.810 |
$16.000 |
TON | 11.2 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 272.000 |
272.000 |
$20.000 |
TON | 0.1 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 122.000 |
122.000 |
$75.000 |
TON | 0.2 |
| 0040 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | 17,831.000 |
5,391.000 |
$50.500 |
TON | 24.5 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 6,481.000 |
4,922.000 |
$51.250 |
TON | 9.0 |
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 956.000 |
1,032.000 |
$52.900 |
TON | 1.4 |
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | 15.000 |
15.000 |
$500.000 |
TON | 0.2 |
| 0080 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 1,292.000 |
1,040.000 |
$55.750 |
TON | 2.0 |
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,175.000 |
1,382.290 |
$53.000 |
TON | 1.7 |
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | 165.000 |
165.000 |
$27.000 |
LF | 0.1 |
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | 38.000 |
0.000 |
$32.000 |
LF | 0.0 |
| 0120 | ENTRANCE PIPE-30 INCH | 00445 | 28.000 |
28.000 |
$46.000 |
LF | 0.0 |
| 0130 | CULVERT PIPE-18 INCH | 00462 | 41.000 |
41.000 |
$39.000 |
LF | 0.0 |
| 0140 | CULVERT PIPE-48 INCH | 00470 | 86.000 |
86.000 |
$136.000 |
LF | 0.3 |
| 0150 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.1 |
| 0160 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,300.000 |
EACH | 0.1 |
| 0170 | REMOVE PAVEMENT | 02091 | 5,264.000 |
5,264.000 |
$1.500 |
SQYD | 0.2 |
| 0180 | TEMPORARY DITCH | 02159 | 6,410.000 |
6,410.000 |
$0.500 |
LF | 0.1 |
| 0190 | ROADWAY EXCAVATION | 02200 | 324,519.000 |
0.000 |
$2.810 |
CUYD | 24.8 |
| 0200 | GRANULAR EMBANKMENT | 02223 | 5,686.000 |
5,686.000 |
$10.000 |
CUYD | 1.5 |
| 0210 | WATER | 02242 | 265.000 |
265.000 |
$1.000 |
MGAL | 0.0 |
| 0220 | REMOVE GUARDRAIL | 02381 | 201.000 |
201.000 |
$4.000 |
LF | 0.0 |
| 0230 | R/W MARKER RURAL TYPE 1 | 02434 | 31.000 |
31.000 |
$80.000 |
EACH | 0.1 |
| 0240 | CHANNEL LINING CLASS III | 02484 | 143.000 |
143.000 |
$20.000 |
TON | 0.1 |
| 0250 | CLEARING AND GRUBBING 26 ACRES | 02545 | 1.000 |
1.000 |
$41,000.000 |
LS | 1.1 |
| 0260 | EDGE KEY | 02585 | 33.500 |
33.500 |
$50.000 |
LF | 0.0 |
| 0270 | FABRIC-GEOTEXTILE TYPE III | 02598 | 76,762.000 |
76,762.000 |
$2.190 |
SQYD | 4.6 |
| 0280 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 178.000 |
178.000 |
$3.000 |
SQYD | 0.0 |
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$46,000.000 |
LS | 1.3 |
| 0300 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.3 |
| 0310 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$15,000.000 |
EACH | 0.8 |
| 0320 | TEMPORARY SILT FENCE | 02701 | 6,099.000 |
6,099.000 |
$2.250 |
LF | 0.4 |
| 0330 | SILT TRAP TYPE A NO. 2 | 02703 | 8.000 |
8.000 |
$265.000 |
EACH | 0.1 |
| 0340 | SILT TRAP TYPE B | 02704 | 43.000 |
43.000 |
$460.000 |
EACH | 0.5 |
| 0350 | CLEAN SILT TRAP TYPE A NO. 2 | 02706 | 24.000 |
24.000 |
$75.000 |
EACH | 0.0 |
| 0360 | CLEAN SILT TRAP TYPE B | 02707 | 129.000 |
129.000 |
$100.000 |
EACH | 0.4 |
| 0370 | CLEAN TEMPORARY SILT FENCE | 02709 | 18,297.000 |
18,297.000 |
$0.500 |
LF | 0.2 |
| 0380 | STAKING | 02726 | 1.000 |
1.000 |
$42,500.000 |
LS | 1.2 |
| 0390 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.2 |
| 0400 | EROSION CONTROL BLANKET | 05950 | 3,358.000 |
3,358.000 |
$1.250 |
SQYD | 0.1 |
| 0410 | TEMPORARY MULCH | 05952 | 125,840.000 |
125,840.000 |
$0.180 |
SQYD | 0.6 |
| 0420 | TEMP SEEDING AND PROTECTION | 05953 | 7,450.000 |
7,450.000 |
$0.200 |
SQYD | 0.0 |
| 0430 | TOPDRESSING FERTILIZER | 05966 | 4.000 |
4.000 |
$400.000 |
TON | 0.0 |
| 0440 | SEEDING AND PROTECTION | 05985 | 74,471.000 |
74,471.000 |
$0.310 |
SQYD | 0.6 |
| 0450 | SPECIAL SEEDING CROWN VETCH | 05989 | 22,031.000 |
22,031.000 |
$0.240 |
SQYD | 0.1 |
| 0460 | SODDING | 05990 | 460.000 |
460.000 |
$10.000 |
SQYD | 0.1 |
| 0470 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 5,829.000 |
5,829.000 |
$0.190 |
LF | 0.0 |
| 0480 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 27,715.000 |
27,715.000 |
$0.190 |
LF | 0.1 |
| 0490 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 25.000 |
25.000 |
$9.000 |
LF | 0.0 |
| 0500 | PAVEMENT MARKER TYPE V-BY | 06591 | 160.000 |
190.000 |
$23.000 |
EACH | 0.1 |
| 0510 | CONCRETE-CLASS A | 08100 | 6.530 |
6.530 |
$900.000 |
CUYD | 0.2 |
| 0520 | STEEL REINFORCEMENT | 08150 | 496.000 |
496.000 |
$1.000 |
LB | 0.0 |
| 0530 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 8000 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 0.000 |
80.000 |
$11.000 |
EACH | 0.0 |
| 8001 | BARRICADE-TYPE III | 02014 | 0.000 |
4.000 |
$250.000 |
EACH | 0.0 |
| 8002 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
400.000 |
$2.000 |
LF | 0.0 |
| 8003 | SIGNS | 02562 | 0.000 |
472.000 |
$12.000 |
SQFT | 0.0 |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
186,596.430 |
$1.000 |
DOLL | 0.0 |
| 8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
142,000.000 |
$1.000 |
DOLL | 0.0 |
| 8007 | REMOVE AND RESET HEADWALL | 21423ND | 0.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 8008 | STAKING & GRADING | 02726 | 0.000 |
1.000 |
$5,500.000 |
LS | 0.0 |
| 8009 | MOBILIZATION FOR MILL & TEXT | 02676 | 0.000 |
1.000 |
$2,100.000 |
LS | 0.0 |
| 8010 | ASPH PAVE MILLING & TEXTURING | 02677 | 0.000 |
32.800 |
$152.000 |
TON | 0.0 |
| 8011 | MOBILIZATION FOR MILL & TEXT WITH PATCHING | 02676 | 0.000 |
1.000 |
$2,100.000 |
LS | 0.0 |
| 8012 | ASPH PAVE MILLING & TEXTURING Associated with Additional Patching due to Mine Subsidence | 02677 | 0.000 |
77.590 |
$152.000 |
TON | 0.0 |
| 8013 | MAINTAIN & CONTROL TRAFFIC EXTRA | 02650 | 0.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 8014 | MOBILIZATION FOR PATCHING OPERATIONS | 02568 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8015 | COST PLUS WORK ENTRANCE LT 22+50 | 10080NS | 0.000 |
0.000 |
$23,000.000 |
LS | 0.0 |
| 8016 | CRUSHED STONE BASE UNDERRUN ADJ | 00003 | 0.000 |
14,578.770 |
$17.280 |
TON | 0.0 |
| 8017 | CL2 ASPH BASE 1.50D PG64-22 UNDERRUN ADJ | 00203 | 0.000 |
5,992.708 |
$58.275 |
TON | 0.0 |
| 8018 | ROADWAY EXCAVATION UNDERRUN ADJ | 02200 | 0.000 |
280,688.330 |
$2.852 |
CUYD | 0.0 |
| 8019 | COST PLUS WORK Approach Lt 22+50 | 10080NSD | 0.000 |
9,393.220 |
$1.000 |
DOLL | 0.0 |
| 8020 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8021 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8022 | NON-SPEC MATERIAL RS-2 | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $3,348,022.08 |
| SM- Project | DE06300300552 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 25615 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0540 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 13.000 |
13.000 |
$50.000 |
CUYD | 0.0 |
| 0550 | FOUNDATION PREPARATION 25615 | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0560 | CONCRETE-CLASS A | 08100 | 115.700 |
115.700 |
$475.000 |
CUYD | 1.5 |
| 0570 | STEEL REINFORCEMENT | 08150 | 11,437.000 |
11,437.000 |
$0.720 |
LB | 0.2 |
Category Total $68,842.14 |
| SM- Project | DE06300300552 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0580 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$75,000.000 |
LS | 2.0 |
| 0590 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$53,136.090 |
LS | 1.4 |
Category Total $128,136.09 |
| SM- Project | DE06300300552 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 25616 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0600 | FOUNDATION PREPARATION 25616 | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0610 | CONCRETE-CLASS A | 08100 | 93.300 |
93.300 |
$475.000 |
CUYD | 1.2 |
| 0620 | STEEL REINFORCEMENT | 08150 | 9,386.000 |
9,386.000 |
$0.720 |
LB | 0.2 |
Category Total $56,075.42 |
| SM- Project | DE06300300552 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 25617 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0630 | FOUNDATION PREPARATION 25617 | 08003 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.2 |
| 0640 | CONCRETE-CLASS A | 08100 | 116.700 |
116.700 |
$475.000 |
CUYD | 1.5 |
| 0650 | STEEL REINFORCEMENT | 08150 | 11,158.000 |
11,158.000 |
$0.720 |
LB | 0.2 |
Category Total $69,466.26 |