|
Item List 231337 |
Date:03/20/2026 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 231337 | Primary Project Number | DE05930002325 |
| Contract Description | HOUSTON ROAD (CS 3000) | ||
| Primary County | KENTON | Fed/St Number | FD04 059 3000 000-001 |
| Vendor ID | 00125 | Vendor Name | LAWRENCE CONSTRUCTION AND LEASING INC |
| Bid Amount | $ 2,956,045.96 | ||
| SM- Project | DE05930002325 |
| Fed/State Number | FD04 059 3000 000-001 |
| Project Description | HOUSTON ROAD (CS 3000) |
| *********** |
| SM- Project | DE05930002325 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 6,605.000 |
6,605.000 |
$37.420 |
TON | 8.4 |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | 9,914.000 |
0.000 |
$6.790 |
SQYD | 2.3 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 5.130 |
5.130 |
$214.000 |
TON | 0.0 |
| 0020 | ASPHALT SEAL COAT | 00103 | 0.620 |
0.620 |
$2,140.000 |
TON | 0.0 |
| 0025 | LEVELING & WEDGING PG76-22 | 00194 | 302.000 |
302.000 |
$133.750 |
TON | 1.4 |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 1,303.000 |
1,303.000 |
$99.510 |
TON | 4.4 |
| 0035 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 1,110.000 |
1,110.000 |
$105.930 |
TON | 4.0 |
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 18.000 |
18.000 |
$107.000 |
TON | 0.1 |
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 18.000 |
18.000 |
$160.500 |
TON | 0.1 |
| 0050 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | 805.000 |
805.000 |
$126.260 |
TON | 3.4 |
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | 5.700 |
5.700 |
$1.070 |
TON | 0.0 |
| 0060 | ASPHALT CURING SEAL | 00358 | 9.900 |
0.000 |
$1,070.000 |
TON | 0.4 |
| 0065 | CEMENT | 02542 | 185.000 |
0.000 |
$283.550 |
TON | 1.8 |
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$6,420.000 |
LS | 0.2 |
| 0075 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 349.000 |
349.000 |
$21.400 |
TON | 0.3 |
| 0080 | SAND FOR BLOTTER | 02702 | 25.000 |
0.000 |
$53.500 |
TON | 0.0 |
| 8000 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8001 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $789,272.35 |
| SM- Project | DE05930002325 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 330.000 |
3,683.270 |
$34.660 |
TON | 0.4 |
| 0090 | STANDARD CURB AND GUTTER | 01810 | 3,490.000 |
3,490.000 |
$29.080 |
LF | 3.4 |
| 0095 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | 92.000 |
92.000 |
$132.500 |
SQYD | 0.4 |
| 0100 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 5.000 |
5.000 |
$15.790 |
EACH | 0.0 |
| 0105 | TEMP DITCH | 02159 | 860.000 |
860.000 |
$0.010 |
LF | 0.0 |
| 0110 | CLEAN TEMP DITCH | 02160 | 430.000 |
430.000 |
$0.010 |
LF | 0.0 |
| 0115 | ROADWAY EXCAVATION | 02200 | 5,945.000 |
6,123.000 |
$21.000 |
CUYD | 4.2 |
| 0120 | GRANULAR EMBANKMENT | 02223 | 350.000 |
350.000 |
$62.000 |
CUYD | 0.7 |
| 0125 | WATER | 02242 | 172.000 |
172.000 |
$0.010 |
MGAL | 0.0 |
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 475.000 |
475.000 |
$40.190 |
LF | 0.6 |
| 0135 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$4,268.270 |
EACH | 0.3 |
| 0140 | WITNESS POST | 02432 | 17.000 |
17.000 |
$189.800 |
EACH | 0.1 |
| 0145 | CHANNEL LINING CLASS II | 02483 | 15.000 |
15.000 |
$50.690 |
TON | 0.0 |
| 0150 | CHANNEL LINING CLASS III | 02484 | 124.000 |
124.000 |
$57.840 |
TON | 0.2 |
| 0155 | CLEARING AND GRUBBING - | 02545 | 1.000 |
1.000 |
$115,000.000 |
LS | 3.9 |
| 0160 | CONCRETE-CLASS B | 02555 | 21.000 |
21.000 |
$475.000 |
CUYD | 0.3 |
| 0165 | TEMPORARY SIGNS | 02562 | 54.000 |
54.000 |
$18.000 |
SQFT | 0.0 |
| 0170 | EDGE KEY | 02585 | 152.000 |
152.000 |
$20.000 |
LF | 0.1 |
| 0175 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 1,189.000 |
8,844.000 |
$3.170 |
SQYD | 0.1 |
| 0180 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 1,050.000 |
1,050.000 |
$2.980 |
SQYD | 0.1 |
| 0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$40,000.000 |
LS | 1.4 |
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 3.000 |
3.000 |
$4,500.000 |
EACH | 0.5 |
| 0195 | SAFELOADING | 02690 | 66.400 |
66.400 |
$220.000 |
CUYD | 0.5 |
| 0200 | TEMP SILT FENCE | 02701 | 860.000 |
860.000 |
$4.410 |
LF | 0.1 |
| 0205 | SILT TRAP TYPE A | 02703 | 5.000 |
5.000 |
$500.000 |
EACH | 0.1 |
| 0210 | SILT TRAP TYPE B | 02704 | 5.000 |
5.000 |
$350.000 |
EACH | 0.1 |
| 0215 | SILT TRAP TYPE C | 02705 | 5.000 |
5.000 |
$350.000 |
EACH | 0.1 |
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | 5.000 |
5.000 |
$100.000 |
EACH | 0.0 |
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | 5.000 |
5.000 |
$100.000 |
EACH | 0.0 |
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | 5.000 |
5.000 |
$25.000 |
EACH | 0.0 |
| 0235 | SIDEWALK-4 IN CONCRETE | 02720 | 887.000 |
930.500 |
$115.000 |
SQYD | 3.5 |
| 0240 | STAKING | 02726 | 1.000 |
1.000 |
$75,000.000 |
LS | 2.5 |
| 0245 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 1,040.000 |
1,040.000 |
$125.000 |
LF | 4.4 |
| 0250 | EROSION CONTROL BLANKET | 05950 | 605.000 |
605.000 |
$2.960 |
SQYD | 0.1 |
| 0255 | TEMP MULCH | 05952 | 12,390.000 |
12,390.000 |
$0.320 |
SQYD | 0.1 |
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | 9,300.000 |
9,300.000 |
$0.370 |
SQYD | 0.1 |
| 0265 | INITIAL FERTILIZER | 05963 | 0.600 |
0.600 |
$1,104.240 |
TON | 0.0 |
| 0270 | MAINTENANCE FERTILIZER | 05964 | 0.600 |
0.600 |
$1,104.240 |
TON | 0.0 |
| 0275 | SEEDING AND PROTECTION | 05985 | 17,995.000 |
17,995.000 |
$0.550 |
SQYD | 0.3 |
| 0280 | SODDING | 05990 | 1,432.000 |
1,432.000 |
$6.330 |
SQYD | 0.3 |
| 0285 | AGRICULTURAL LIMESTONE | 05992 | 11.600 |
11.600 |
$104.860 |
TON | 0.0 |
| 0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 6,880.000 |
6,880.000 |
$0.260 |
LF | 0.1 |
| 0295 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 9,024.000 |
9,024.000 |
$0.360 |
LF | 0.1 |
| 0300 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | 307.000 |
307.000 |
$6.420 |
LF | 0.1 |
| 0305 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 48.000 |
48.000 |
$12.840 |
LF | 0.0 |
| 0310 | PAVE MARKING-THERMO CURV ARROW | 06574 | 4.000 |
4.000 |
$144.450 |
EACH | 0.0 |
| 0315 | INLAID PAVEMENT MARKER-MW MONO DIRECTION WHITE | 06610 | 6.000 |
6.000 |
$90.950 |
EACH | 0.0 |
| 0320 | INLAID PAVEMENT MARKER-BY BI DIRECTION YELLOW | 06612 | 3.000 |
3.000 |
$90.950 |
EACH | 0.0 |
| 0325 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | 1.000 |
1.000 |
$11,508.260 |
EACH | 0.4 |
| 0330 | FUEL ADJUSTMENT | 10020NS | 11,247.000 |
11,247.000 |
$1.000 |
DOLL | 0.4 |
| 0335 | ASPHALT ADJUSTMENT | 10030NS | 13,903.000 |
13,903.000 |
$1.000 |
DOLL | 0.5 |
| 0340 | OBJECT MARKER TY 3 | 20191ED | 2.000 |
2.000 |
$97.370 |
EACH | 0.0 |
| 0345 | LONGITUDINAL EDGE KEY | 21289ED | 2,530.000 |
2,530.000 |
$5.350 |
LF | 0.5 |
| 0350 | DETECTABLE WARNINGS | 23158ES505 | 50.000 |
120.000 |
$69.550 |
SQFT | 0.1 |
| 0355 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 690.000 |
690.000 |
$13.250 |
SQYD | 0.3 |
| 0360 | R/W MONUMENT TYPE 3 | 24540 | 17.000 |
17.000 |
$220.790 |
EACH | 0.1 |
| 0365 | OBJECT MARKER TYPE 1 | 24640ED | 1.000 |
1.000 |
$353.660 |
EACH | 0.0 |
| 0370 | PIPELINE INSPECTION | 24814EC | 1,215.000 |
1,215.000 |
$2.410 |
LF | 0.1 |
| 0375 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$12,000.000 |
LS | 0.4 |
| 8002 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8412 | COST PLUS WORK (GRADE MILLINGS) | 10080NSD | 0.000 |
1,018.240 |
$1.000 |
DOLL | 0.0 |
| 8414 | PERFORATED PIPE-4 IN | 01000 | 0.000 |
1,000.000 |
$19.000 |
LF | 0.0 |
| 8415 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 0.000 |
2.000 |
$250.000 |
EACH | 0.0 |
Category Total $954,221.86 |
| SM- Project | DE05930002325 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0380 | STORM SEWER PIPE-15 IN | 00521 | 292.000 |
292.000 |
$64.660 |
LF | 0.6 |
| 0385 | STORM SEWER PIPE-18 IN | 00522 | 297.000 |
297.000 |
$72.550 |
LF | 0.7 |
| 0390 | STORM SEWER PIPE-24 IN | 00524 | 539.000 |
539.000 |
$82.550 |
LF | 1.5 |
| 0395 | STORM SEWER PIPE-30 IN | 00526 | 263.000 |
511.800 |
$107.720 |
LF | 1.0 |
| 0400 | STORM SEWER PIPE-36 IN | 00528 | 170.000 |
170.000 |
$112.780 |
LF | 0.6 |
| 0405 | PERFORATED PIPE-6 IN | 01001 | 22.000 |
22.000 |
$26.410 |
LF | 0.0 |
| 0410 | NON-PERFORATED PIPE-6 IN | 01011 | 6.000 |
6.000 |
$26.410 |
LF | 0.0 |
| 0415 | PIPE CULVERT HEADWALL-15 IN | 01202 | 1.000 |
1.000 |
$1,300.600 |
EACH | 0.0 |
| 0420 | PIPE CULVERT HEADWALL-18 IN | 01204 | 2.000 |
2.000 |
$1,311.200 |
EACH | 0.1 |
| 0425 | PIPE CULVERT HEADWALL-30 IN | 01210 | 1.000 |
1.000 |
$2,216.800 |
EACH | 0.1 |
| 0430 | PIPE CULVERT HEADWALL-36 IN | 01212 | 1.000 |
1.000 |
$2,327.400 |
EACH | 0.1 |
| 0435 | CURB BOX INLET TYPE A | 01456 | 16.000 |
16.000 |
$4,933.000 |
EACH | 2.7 |
| 0440 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$5,535.000 |
EACH | 0.2 |
| 0445 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$6,012.000 |
EACH | 0.2 |
| 0450 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$2,769.000 |
EACH | 0.2 |
| 0455 | JUNCTION BOX-24 IN | 01643 | 1.000 |
1.000 |
$2,046.300 |
EACH | 0.1 |
| 0460 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 2,472.000 |
2,472.000 |
$2.000 |
SQYD | 0.2 |
| 8400 | STORM SEWER PIPE-12 IN | 00520 | 0.000 |
132.000 |
$76.810 |
LF | 0.0 |
| 8401 | JUNCTION BOX-30 IN | 01644 | 0.000 |
1.000 |
$5,650.000 |
EACH | 0.0 |
| 8402 | MANHOLE TYPE B | 01761 | 0.000 |
1.000 |
$5,200.000 |
EACH | 0.0 |
| 8403 | MANHOLE TYPE C | 01767 | 0.000 |
1.000 |
$11,000.000 |
EACH | 0.0 |
| 8405 | ADJUST DRAINAGE STRUCTURE (CBI TY A; HR18A; HR17; HR16) | 23074NN | 0.000 |
3.000 |
$633.600 |
EACH | 0.0 |
| 8407 | COST PLUS WORK (ADJUST JCT BOX & DBI) | 10080NSD | 0.000 |
7,144.490 |
$1.000 |
DOLL | 0.0 |
| 8411 | COST PLUS WORK (CLEAN EXISTING CULVERTS) | 10080NSD | 0.000 |
2,557.920 |
$1.000 |
DOLL | 0.0 |
| 8413 | COST PLUS WORK (CORING CBI) | 10080NSD | 0.000 |
2,103.530 |
$1.000 |
DOLL | 0.0 |
| 8416 | PIPE CULVERT HEADWALL-30 IN (CAST IN PLACE) | 01210 | 0.000 |
1.000 |
$8,470.000 |
EACH | 0.0 |
| 8417 | ADJUST DRAINAGE STRUCTURE (ADD CONCRETE) | 23074NN | 0.000 |
25.000 |
$550.000 |
EACH | 0.0 |
Category Total $244,635.46 |
| SM- Project | DE05930002325 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0465 | REMOVE CONCRETE MASONRY | 02403 | 82.200 |
82.200 |
$125.000 |
CUYD | 0.3 |
| 0470 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 122.000 |
122.000 |
$85.000 |
CUYD | 0.4 |
| 0475 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.3 |
| 0480 | CONCRETE-CLASS A | 08100 | 209.800 |
209.800 |
$1,057.360 |
CUYD | 7.5 |
| 0485 | STEEL REINFORCEMENT | 08150 | 33,302.000 |
33,302.000 |
$1.790 |
LB | 2.0 |
Category Total $312,089.70 |
| SM- Project | DE05930002325 | CATEGORY NUMBER | 0005 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0490 | S LATERAL SPECIAL | 15091 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.1 |
| 0495 | S MANHOLE | 15092 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.5 |
| 0500 | S MANHOLE ABANDON/REMOVE | 15093 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0505 | S MANHOLE ADJUST TO GRADE | 15094 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.1 |
| 0510 | S MANHOLE CASTING STANDARD | 15095 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0515 | S PIPE DUCTILE IRON 08 INCH | 15104 | 44.600 |
44.600 |
$325.000 |
LF | 0.5 |
| 8408 | COST PLUS WORK (REBUILD MANHOLE) | 10080NSD | 0.000 |
4,906.620 |
$1.000 |
DOLL | 0.0 |
| 8409 | COST PLUS WORK (LOWER 24in STORM SEWER) | 10080NSD | 0.000 |
14,481.720 |
$1.000 |
DOLL | 0.0 |
| 8410 | COST PLUS WORK (RAISE 15in STORM SEWER) | 10080NSD | 0.000 |
3,318.520 |
$1.000 |
DOLL | 0.0 |
| 8418 | S MANHOLE (PURCHASE) | 15092 | 0.000 |
2.000 |
$2,806.560 |
EACH | 0.0 |
Category Total $37,695.00 |
| SM- Project | DE05930002325 | CATEGORY NUMBER | 0006 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0520 | W AIR RELEASE VALVE 3/4 INCH | 14001 | 1.000 |
0.000 |
$2,925.000 |
EACH | 0.1 |
| 0525 | W FIRE HYDRANT RELOCATE | 14020 | 3.000 |
3.000 |
$2,204.570 |
EACH | 0.2 |
| 0530 | W METER RELOCATE | 14030 | 1.000 |
1.000 |
$1,135.000 |
EACH | 0.0 |
| 0535 | W PIPE DUCTILE IRON 04 INCH | 14035 | 20.000 |
20.000 |
$109.400 |
LF | 0.1 |
| 0540 | W PIPE DUCTILE IRON 06 INCH | 14036 | 67.000 |
67.000 |
$93.390 |
LF | 0.2 |
| 0545 | W PIPE DUCTILE IRON 08 INCH | 14037 | 252.000 |
252.000 |
$160.000 |
LF | 1.4 |
| 0550 | W PIPE DUCTILE IRON 12 INCH | 14039 | 1,717.000 |
1,717.000 |
$153.410 |
LF | 8.9 |
| 0555 | W PIPE DUCTILE IRON 16 INCH | 14040 | 23.000 |
23.000 |
$377.500 |
LF | 0.3 |
| 0560 | W TIE-IN 04 INCH | 14093 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.1 |
| 0565 | W TIE-IN 06 INCH | 14094 | 4.000 |
4.000 |
$3,000.000 |
EACH | 0.4 |
| 0570 | W TIE-IN 08 INCH | 14095 | 4.000 |
4.000 |
$4,000.000 |
EACH | 0.5 |
| 0575 | W TIE-IN 12 INCH | 14097 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.3 |
| 0580 | W TIE-IN 16 INCH | 14098 | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.3 |
| 0585 | W VALVE 04 INCH | 14104 | 1.000 |
1.000 |
$1,260.740 |
EACH | 0.0 |
| 0590 | W VALVE 06 INCH | 14105 | 2.000 |
2.000 |
$1,470.760 |
EACH | 0.1 |
| 0595 | W VALVE 08 INCH | 14106 | 4.000 |
4.000 |
$2,546.190 |
EACH | 0.3 |
| 0600 | W VALVE 12 INCH | 14108 | 9.000 |
9.000 |
$4,550.770 |
EACH | 1.4 |
| 0605 | W SERV COPPER SHORT SIDE 1 IN | 14149 | 1.000 |
1.000 |
$2,600.000 |
EACH | 0.1 |
| 8404 | W LINE STOP SIZE 1 | 14163 | 0.000 |
1.000 |
$1,394.580 |
EACH | 0.0 |
| 8406 | W AIR RELEASE VALVE 1 INCH | 14000 | 0.000 |
1.000 |
$3,139.570 |
EACH | 0.0 |
Category Total $439,470.26 |
| SM- Project | DE05930002325 | CATEGORY NUMBER | 0008 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0610 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$137,000.000 |
LS | 4.6 |
| 0615 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$41,661.310 |
LS | 1.4 |
| 8419 | ADMINISTRATIVE SETTLEMENT (PROJECT DELAY) | 10104NX | 0.000 |
239,992.240 |
$1.000 |
DOLL | 0.0 |
Category Total $178,661.31 |