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Item List 051034 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051034 | Primary Project Number | DE11800920534 |
| Contract Description | WILLIAMSBURG-MONTICELLO ROAD (KY 92) | ||
| Primary County | WHITLEY | Fed/St Number | NCPD 5147 (16) |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 3,583,335.03 | ||
| SM- Project | DE11800920534 |
| Fed/State Number | NCPD 5147 (16) |
| Project Description | WILLIAMSBURG-MONTICELLO ROAD (KY 92) |
| *********** |
| SM- Project | DE11800920534 | 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 | 29,621.000 |
27,170.569 |
$16.720 |
TON | 13.8 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 54.000 |
554.000 |
$20.000 |
TON | 0.0 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 15.000 |
15.000 |
$100.000 |
TON | 0.0 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 49.000 |
49.000 |
$71.000 |
TON | 0.1 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 7,154.000 |
8,154.000 |
$49.250 |
TON | 9.8 |
| 0060 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | 4,791.000 |
6,049.000 |
$48.500 |
TON | 6.5 |
| 0070 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 426.000 |
426.000 |
$47.500 |
TON | 0.6 |
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 6,976.000 |
8,674.000 |
$46.750 |
TON | 9.1 |
| 0090 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 313.000 |
313.000 |
$75.000 |
TON | 0.7 |
| 0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 363.000 |
363.000 |
$60.000 |
TON | 0.6 |
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | 6.000 |
6.000 |
$370.000 |
TON | 0.1 |
| 0120 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 507.000 |
297.000 |
$56.000 |
TON | 0.8 |
| 0130 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 2,228.000 |
2,543.000 |
$51.000 |
TON | 3.2 |
| 0140 | ENTRANCE PIPE-15 INCH | 00440 | 158.000 |
158.000 |
$35.000 |
LF | 0.2 |
| 0150 | ENTRANCE PIPE-24 INCH | 00443 | 93.000 |
93.000 |
$40.000 |
LF | 0.1 |
| 0160 | CULVERT PIPE-12 INCH | 00460 | 52.000 |
52.000 |
$30.000 |
LF | 0.0 |
| 0170 | CULVERT PIPE-15 INCH | 00461 | 386.500 |
386.500 |
$34.000 |
LF | 0.4 |
| 0180 | CULVERT PIPE-18 INCH | 00462 | 211.700 |
211.700 |
$54.000 |
LF | 0.3 |
| 0190 | CULVERT PIPE-36 INCH | 00468 | 231.500 |
236.500 |
$90.000 |
LF | 0.6 |
| 0200 | CULVERT PIPE-42 INCH | 00469 | 50.600 |
50.600 |
$105.000 |
LF | 0.1 |
| 0210 | STORM SEWER PIPE-15 INCH | 00521 | 328.500 |
348.500 |
$32.000 |
LF | 0.3 |
| 0220 | STORM SEWER PIPE-18 INCH | 00522 | 265.500 |
273.500 |
$36.000 |
LF | 0.3 |
| 0230 | STORM SEWER PIPE-24 INCH | 00524 | 228.000 |
228.000 |
$45.000 |
LF | 0.3 |
| 0240 | STORM SEWER PIPE-36 INCH | 00528 | 324.000 |
324.000 |
$68.000 |
LF | 0.6 |
| 0250 | SLOTTED DRAIN PIPE-12 INCH | 00980 | 380.000 |
380.000 |
$64.000 |
LF | 0.7 |
| 0310 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.1 |
| 0320 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.2 |
| 0330 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.2 |
| 0340 | CURB BOX INLET TYPE A | 01456 | 11.000 |
11.000 |
$2,888.000 |
EACH | 0.9 |
| 0350 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$2,400.000 |
EACH | 0.2 |
| 0360 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.1 |
| 0370 | DROP BOX INLET TYPE 11 | 01544 | 5.000 |
5.000 |
$2,500.000 |
EACH | 0.3 |
| 0380 | DROP BOX INLET TYPE 16G | 01581 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.1 |
| 0390 | DROP BOX INLET TYPE 16S | 01587 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.2 |
| 0400 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0410 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0420 | MANHOLE TYPE C | 01767 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.2 |
| 0430 | STANDARD CURB AND GUTTER | 01810 | 6,503.900 |
6,753.900 |
$15.000 |
LF | 2.7 |
| 0440 | BARRICADE-TYPE II | 02013 | 122.000 |
122.000 |
$150.000 |
EACH | 0.5 |
| 0450 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 0460 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 385.000 |
385.000 |
$50.000 |
SQYD | 0.5 |
| 0470 | ROADWAY EXCAVATION | 02200 | 177,774.500 |
177,774.500 |
$4.380 |
CUYD | 21.7 |
| 0480 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,387.500 |
2,387.500 |
$15.450 |
LF | 0.6 |
| 0490 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
12.000 |
$49.500 |
EACH | 0.0 |
| 0500 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
5.000 |
$3,100.000 |
EACH | 0.1 |
| 0510 | REMOVE GUARDRAIL | 02381 | 2,382.000 |
2,382.000 |
$1.750 |
LF | 0.1 |
| 0520 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$2,430.000 |
EACH | 0.1 |
| 0530 | R/W MARKER RURAL TYPE 1 | 02434 | 49.000 |
49.000 |
$74.000 |
EACH | 0.1 |
| 0540 | CHANNEL LINING CLASS II | 02483 | 118.700 |
118.700 |
$15.000 |
TON | 0.0 |
| 0550 | CHANNEL LINING CLASS III | 02484 | 201.600 |
201.600 |
$15.000 |
TON | 0.1 |
| 0560 | CLEARING AND GRUBBING 26 ACRES | 02545 | 1.000 |
1.000 |
$57,000.000 |
LS | 1.6 |
| 0570 | SIGNS | 02562 | 152.500 |
152.500 |
$20.000 |
SQFT | 0.1 |
| 0580 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 2,977.000 |
2,977.000 |
$3.000 |
SQYD | 0.2 |
| 0590 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$70,000.000 |
LS | 2.0 |
| 0600 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.1 |
| 0610 | ASPH PAVE MILLING & TEXTURING | 02677 | 399.000 |
399.000 |
$29.500 |
TON | 0.3 |
| 0620 | SAFELOADING | 02690 | 11.600 |
11.600 |
$150.000 |
CUYD | 0.0 |
| 0630 | TEMPORARY SILT FENCE | 02701 | 1,212.000 |
1,212.000 |
$3.000 |
LF | 0.1 |
| 0640 | SILT TRAP TYPE A | 02703 | 5.000 |
5.000 |
$300.000 |
EACH | 0.0 |
| 0650 | SILT CHECK TYPE II | 02705 | 59.000 |
59.000 |
$75.000 |
EACH | 0.1 |
| 0660 | CLEAN SILT TRAP TYPE A | 02706 | 15.000 |
15.000 |
$100.000 |
EACH | 0.0 |
| 0670 | CLEAN SILT CHECK | 02708 | 177.000 |
177.000 |
$25.000 |
EACH | 0.1 |
| 0680 | CLEAN TEMPORARY SILT FENCE | 02709 | 3,636.000 |
3,636.000 |
$1.000 |
LF | 0.1 |
| 0690 | SIDEWALK-4 INCH CONCRETE | 02720 | 2,874.000 |
3,024.000 |
$31.500 |
SQYD | 2.5 |
| 0700 | STAKING | 02726 | 1.000 |
1.000 |
$40,000.000 |
LS | 1.1 |
| 0710 | EROSION CONTROL BLANKET | 05950 | 2,871.000 |
2,871.000 |
$1.350 |
SQYD | 0.1 |
| 0720 | TEMP SEEDING AND PROTECTION | 05953 | 9,629.000 |
9,629.000 |
$0.250 |
SQYD | 0.1 |
| 0730 | TOPDRESSING FERTILIZER | 05966 | 5.000 |
5.000 |
$390.000 |
TON | 0.1 |
| 0740 | SEEDING AND PROTECTION | 05985 | 96,287.000 |
96,287.000 |
$0.310 |
SQYD | 0.8 |
| 0750 | SPECIAL SEEDING CROWN VETCH | 05989 | 3,267.000 |
3,267.000 |
$0.250 |
SQYD | 0.0 |
| 0760 | SODDING | 05990 | 2,874.000 |
2,874.000 |
$4.250 |
SQYD | 0.3 |
| 0770 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 30,430.000 |
91,782.940 |
$0.170 |
LF | 0.1 |
| 0780 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 26,821.000 |
30,821.000 |
$0.170 |
LF | 0.1 |
| 0790 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 8,646.000 |
8,646.000 |
$1.150 |
LF | 0.3 |
| 0800 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 15.000 |
15.000 |
$7.000 |
LF | 0.0 |
| 0810 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 10.000 |
15.000 |
$100.000 |
EACH | 0.0 |
| 0820 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 484.000 |
484.000 |
$5.000 |
EACH | 0.1 |
| 0830 | PAVEMENT MARKER TYPE V-BY | 06591 | 233.000 |
233.000 |
$20.000 |
EACH | 0.1 |
| 0840 | CONCRETE-CLASS A | 08100 | 21.700 |
21.700 |
$805.000 |
CUYD | 0.5 |
| 0850 | STEEL REINFORCEMENT | 08150 | 910.000 |
910.000 |
$1.110 |
LB | 0.0 |
| 0860 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 1030 | PERFORATED PIPE-8 INCH | 01002 | 180.000 |
180.000 |
$19.000 |
LF | 0.1 |
| 1040 | NON-PERFORATED PIPE-8 INCH | 01012 | 4.000 |
4.000 |
$14.000 |
LF | 0.0 |
| 1050 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 8000 | SEWER PIPE-8 INCH Open Trench Construction | 01052 | 0.000 |
150.000 |
$88.000 |
LF | 0.0 |
| 8001 | SEWER PIPE-8 INCH Encased | 01052 | 0.000 |
110.000 |
$46.000 |
LF | 0.0 |
| 8002 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | 0.000 |
110.000 |
$250.000 |
LF | 0.0 |
| 8003 | REMOVE MANHOLE | 01787 | 0.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 8004 | SANITARY SEWER MANHOLE | 01799 | 0.000 |
3.000 |
$2,400.000 |
EACH | 0.0 |
| 8005 | DROP MANHOLE | 20240ES408 | 0.000 |
1.000 |
$3,300.000 |
EACH | 0.0 |
| 8006 | GRANULAR EMBANKMENT | 02223 | 0.000 |
300.000 |
$26.000 |
CUYD | 0.0 |
| 8007 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8008 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8009 | EW~ KY 92 West Turn Lane Addition - Design Modifications | 10090NX | 0.000 |
0.000 |
$20,000.000 |
LS | 0.0 |
| 8010 | EW~ Modify Drop Box Inlet | 10094NX | 0.000 |
10.000 |
$200.000 |
EACH | 0.0 |
| 8011 | JUNCTION BOX | 01650 | 0.000 |
3.000 |
$1,800.000 |
EACH | 0.0 |
| 8012 | STANDARD HEADER CURB | 01875 | 0.000 |
1,000.000 |
$25.000 |
LF | 0.0 |
| 8013 | FUEL ADJUSTMENT Construction Memorandum 05-06 | 10020NS | 0.000 |
70,000.000 |
$1.000 |
DOLL | 0.0 |
| 8014 | ASPHALT ADJUSTMENT Construction Memorandum 05-06 | 10030NS | 0.000 |
210,000.000 |
$1.000 |
DOLL | 0.0 |
| 8015 | DROP BOX INLET-SPECIAL Modify Existing | 01583 | 0.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 8016 | MANHOLE TYPE C MODIFIED | 01767 | 0.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 8017 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 0.000 |
5,000.000 |
$1.250 |
LF | 0.0 |
| 8018 | FIN DRAIN Pavement Drain | 00999 | 0.000 |
282.000 |
$43.000 |
LF | 0.0 |
| 8019 | NON-PERFORATED PIPE-4 INCH Pavement Drain | 01010 | 0.000 |
18.000 |
$20.000 |
LF | 0.0 |
| 8020 | PERF PIPE HEADWALL TY 1-4 INCH Pavement Fin Drain Outlet | 01020 | 0.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 8021 | CONCRETE-CLASS B Gravity Retaining Wall | 02555 | 0.000 |
110.000 |
$450.000 |
CUYD | 0.0 |
| 8022 | MAINTAIN & CONTROL TRAFFIC Additional Work During Adjacent Project Hauling | 02650 | 0.000 |
1.000 |
$9,000.010 |
LS | 0.0 |
| 8023 | LOT PAY ADJUSTMENT Lot Pay for all mixes | 10000NS | 0.000 |
11,600.000 |
$1.000 |
DOLL | 0.0 |
Category Total $3,208,254.59 |
| SM- Project | DE11800920534 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0870 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | 100.000 |
100.000 |
$35.000 |
LF | 0.1 |
| 0880 | ARMORED EDGE FOR CONCRETE | 03299 | 82.000 |
82.000 |
$51.000 |
LF | 0.1 |
| 0890 | CONCRETE CLASS AA-HPC | 07389 | 55.400 |
55.400 |
$483.000 |
CUYD | 0.7 |
| 0900 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 100.000 |
100.000 |
$55.000 |
CUYD | 0.2 |
| 0910 | FOUNDATION PREPARATION STA. 47+00.00 | 08003 | 1.000 |
1.000 |
$8,750.000 |
LS | 0.2 |
| 0920 | CONCRETE-CLASS A | 08100 | 291.000 |
291.000 |
$350.000 |
CUYD | 2.8 |
| 0930 | STEEL REINFORCEMENT | 08150 | 17,078.000 |
17,078.000 |
$0.810 |
LB | 0.4 |
| 0940 | STEEL REINF-EPOXY COATED | 08151 | 10,398.000 |
10,398.000 |
$0.900 |
LB | 0.3 |
| 0950 | PRECAST PC BOX BEAM SB17 | 08668 | 133.800 |
133.800 |
$264.000 |
LF | 1.0 |
| 0960 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | 63.000 |
63.000 |
$75.000 |
LF | 0.1 |
Category Total $213,779.78 |
| SM- Project | DE11800920534 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$5,555.560 |
LS | 0.2 |
| 0980 | FOUNDATION PREPARATION STA. 656+25.00 | 08003 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.3 |
| 0990 | CONCRETE-CLASS A | 08100 | 76.800 |
76.800 |
$350.000 |
CUYD | 0.8 |
| 1000 | STEEL REINFORCEMENT | 08150 | 8,372.000 |
8,372.000 |
$0.810 |
LB | 0.2 |
Category Total $50,216.88 |
| SM- Project | DE11800920534 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1010 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$59,000.000 |
LS | 1.6 |
| 1020 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$52,083.770 |
LS | 1.5 |
Category Total $111,083.77 |