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Item List 231302 |
Date:09/15/2023 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 231302 | Primary Project Number | DE0240NEW2302 |
| Contract Description | NEW CONNECTOR US41-KY115 | ||
| Primary County | CHRISTIAN | Fed/St Number | STP 6000 (223) |
| Vendor ID | 00818 | Vendor Name | ROGERS GROUP INC |
| Bid Amount | $ 8,492,889.00 | ||
| SM- Project | DE0240NEW2302 |
| Fed/State Number | STP 6000 (223) |
| Project Description | NEW CONNECTOR US41-KY115 |
| *********** |
| SM- Project | DE0240NEW2302 | 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 | 26,258.000 |
26,258.000 |
$30.600 |
TON | 9.5 |
| 0010 | LIME STABILIZED ROADBED | 00013 | 49,209.000 |
49,209.000 |
$9.710 |
SQYD | 5.6 |
| 0015 | LIME | 00014 | 975.000 |
975.000 |
$301.290 |
TON | 3.5 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 7.000 |
7.000 |
$290.410 |
TON | 0.0 |
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | 144.000 |
144.000 |
$120.660 |
TON | 0.2 |
| 0030 | ASPHALT SEAL COAT | 00103 | 18.000 |
18.000 |
$1,113.300 |
TON | 0.2 |
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | 412.000 |
412.000 |
$91.790 |
TON | 0.4 |
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,505.000 |
3,505.000 |
$85.620 |
TON | 3.5 |
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 8,924.000 |
8,924.000 |
$82.640 |
TON | 8.7 |
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,759.000 |
1,759.000 |
$101.730 |
TON | 2.1 |
| 0055 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 2,491.000 |
2,491.000 |
$105.920 |
TON | 3.1 |
| 0060 | ASPHALT CURING SEAL | 00358 | 50.000 |
50.000 |
$1,046.290 |
TON | 0.6 |
| 0065 | SAND FOR BLOTTER | 02702 | 124.000 |
124.000 |
$33.720 |
TON | 0.0 |
| 0070 | JOINT ADHESIVE | 20071EC | 8,732.000 |
8,732.000 |
$0.840 |
LF | 0.1 |
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 28.000 |
28.000 |
$1,140.990 |
TON | 0.4 |
Category Total $3,228,482.36 |
| SM- Project | DE0240NEW2302 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 204.000 |
204.000 |
$39.060 |
TON | 0.1 |
| 0085 | PERFORATED PIPE-4 IN | 01000 | 204.000 |
204.000 |
$6.700 |
LF | 0.0 |
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | 98.000 |
98.000 |
$6.700 |
LF | 0.0 |
| 0095 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 4.000 |
4.000 |
$1,115.900 |
EACH | 0.1 |
| 0100 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 6.000 |
6.000 |
$14.450 |
EACH | 0.0 |
| 0105 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 0110 | REMOVE PAVEMENT | 02091 | 2,054.000 |
2,054.000 |
$8.370 |
SQYD | 0.2 |
| 0115 | TEMP DITCH | 02159 | 4,000.000 |
4,000.000 |
$5.580 |
LF | 0.3 |
| 0120 | GRANULAR EMBANKMENT | 02223 | 2,450.000 |
2,450.000 |
$89.270 |
CUYD | 2.6 |
| 0125 | EMBANKMENT IN PLACE | 02230 | 60,471.000 |
60,471.000 |
$13.110 |
CUYD | 9.3 |
| 0130 | WATER | 02242 | 300.000 |
300.000 |
$4.460 |
MGAL | 0.0 |
| 0135 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 6,888.000 |
6,888.000 |
$9.610 |
LF | 0.8 |
| 0140 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 550.000 |
550.000 |
$34.550 |
LF | 0.2 |
| 0145 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
4.000 |
$5,871.660 |
EACH | 0.3 |
| 0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 42.000 |
42.000 |
$217.600 |
EACH | 0.1 |
| 0155 | WITNESS POST | 02432 | 3.000 |
3.000 |
$195.280 |
EACH | 0.0 |
| 0160 | CHANNEL LINING CLASS II | 02483 | 1,126.000 |
1,126.000 |
$42.400 |
TON | 0.6 |
| 0165 | CHANNEL LINING CLASS III | 02484 | 242.000 |
242.000 |
$46.870 |
TON | 0.1 |
| 0170 | CLEARING AND GRUBBING 29 ACRES | 02545 | 1.000 |
1.000 |
$65,838.100 |
LS | 0.8 |
| 0175 | CONCRETE-CLASS B | 02555 | 24.400 |
24.400 |
$1,133.810 |
CUYD | 0.3 |
| 0180 | TEMPORARY SIGNS | 02562 | 200.000 |
200.000 |
$11.670 |
SQFT | 0.0 |
| 0185 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 2,942.000 |
2,942.000 |
$3.350 |
SQYD | 0.1 |
| 0190 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 3,650.000 |
3,650.000 |
$2.510 |
SQYD | 0.1 |
| 0195 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 1,914.000 |
1,914.000 |
$2.000 |
SQYD | 0.0 |
| 0200 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$45,731.000 |
LS | 0.5 |
| 0205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 3.000 |
3.000 |
$6,025.000 |
EACH | 0.2 |
| 0210 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,231.800 |
LS | 0.0 |
| 0215 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 10.000 |
10.000 |
$1,060.110 |
TON | 0.1 |
| 0220 | SHOULDER RUMBLE STRIPS | 02696 | 16,000.000 |
16,000.000 |
$0.610 |
LF | 0.1 |
| 0225 | TEMP SILT FENCE | 02701 | 4,000.000 |
4,000.000 |
$3.350 |
LF | 0.2 |
| 0230 | SILT TRAP TYPE A | 02703 | 29.000 |
29.000 |
$278.980 |
EACH | 0.1 |
| 0235 | SILT TRAP TYPE B | 02704 | 29.000 |
29.000 |
$334.770 |
EACH | 0.1 |
| 0240 | SILT TRAP TYPE C | 02705 | 29.000 |
29.000 |
$278.980 |
EACH | 0.1 |
| 0245 | CLEAN SILT TRAP TYPE A | 02706 | 29.000 |
29.000 |
$111.590 |
EACH | 0.0 |
| 0250 | CLEAN SILT TRAP TYPE B | 02707 | 29.000 |
29.000 |
$111.590 |
EACH | 0.0 |
| 0255 | CLEAN SILT TRAP TYPE C | 02708 | 29.000 |
29.000 |
$111.590 |
EACH | 0.0 |
| 0260 | STAKING | 02726 | 1.000 |
1.000 |
$95,981.330 |
LS | 1.1 |
| 0265 | EROSION CONTROL BLANKET | 05950 | 10,454.000 |
10,454.000 |
$3.350 |
SQYD | 0.4 |
| 0270 | TEMP MULCH | 05952 | 91,413.000 |
91,413.000 |
$0.260 |
SQYD | 0.3 |
| 0275 | TEMP SEEDING AND PROTECTION | 05953 | 68,560.000 |
68,560.000 |
$0.280 |
SQYD | 0.2 |
| 0280 | INITIAL FERTILIZER | 05963 | 3.000 |
3.000 |
$1,115.900 |
TON | 0.0 |
| 0285 | MAINTENANCE FERTILIZER | 05964 | 5.000 |
5.000 |
$1,115.900 |
TON | 0.1 |
| 0290 | SEEDING AND PROTECTION | 05985 | 84,680.000 |
84,680.000 |
$1.040 |
SQYD | 1.0 |
| 0295 | AGRICULTURAL LIMESTONE | 05992 | 52.000 |
52.000 |
$83.690 |
TON | 0.1 |
| 0300 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 9,930.000 |
9,930.000 |
$0.390 |
LF | 0.0 |
| 0305 | PAVE STRIPING-THERMO-6 IN W | 06542 | 18,055.000 |
18,055.000 |
$1.560 |
LF | 0.3 |
| 0310 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 21,343.000 |
21,343.000 |
$1.560 |
LF | 0.4 |
| 0315 | PAVE STRIPING-THERMO-12 IN Y | 06547 | 66.000 |
66.000 |
$3.120 |
LF | 0.0 |
| 0320 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 60.000 |
60.000 |
$17.850 |
LF | 0.0 |
| 0325 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 11,083.000 |
11,083.000 |
$8.930 |
SQFT | 1.2 |
| 0330 | PAVE MARKING-THERMO CURV ARROW | 06574 | 32.000 |
32.000 |
$122.750 |
EACH | 0.0 |
| 0335 | INLAID PAVEMENT MARKER-MW | 06610 | 3.000 |
3.000 |
$27.900 |
EACH | 0.0 |
| 0340 | INLAID PAVEMENT MARKER-BY | 06612 | 247.000 |
247.000 |
$26.780 |
EACH | 0.1 |
| 0345 | FUEL ADJUSTMENT | 10020NS | 56,745.000 |
56,745.000 |
$1.000 |
DOLL | 0.7 |
| 0350 | ASPHALT ADJUSTMENT | 10030NS | 67,061.000 |
67,061.000 |
$1.000 |
DOLL | 0.8 |
| 0355 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 40.000 |
40.000 |
$11.160 |
LF | 0.0 |
| 0360 | OBJECT MARKER TY 3 | 20191ED | 4.000 |
4.000 |
$53.150 |
EACH | 0.0 |
| 0555 | LONGITUDINAL EDGE KEY (ADDED 3-15-23) | 21289ED | 900.000 |
900.000 |
$12.270 |
LF | 0.1 |
Category Total $2,086,278.43 |
| SM- Project | DE0240NEW2302 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0365 | ENTRANCE PIPE-18 IN | 00441 | 502.000 |
502.000 |
$94.850 |
LF | 0.6 |
| 0370 | ENTRANCE PIPE-24 IN | 00443 | 72.000 |
72.000 |
$167.390 |
LF | 0.1 |
| 0375 | CULVERT PIPE-18 IN | 00462 | 170.000 |
170.000 |
$94.850 |
LF | 0.2 |
| 0380 | CULVERT PIPE-30 IN | 00466 | 105.000 |
105.000 |
$195.280 |
LF | 0.2 |
| 0385 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 47.000 |
47.000 |
$278.980 |
CUYD | 0.2 |
| 0390 | FOUNDATION PREPARATION (STATION 116+00) | 08003 | 1.000 |
1.000 |
$27,378.610 |
LS | 0.3 |
| 0395 | FOUNDATION PREPARATION (STATION 121+70) | 08003 | 1.000 |
1.000 |
$46,979.390 |
LS | 0.6 |
| 0400 | FOUNDATION PREPARATION (STATION 136+33) | 08003 | 1.000 |
1.000 |
$40,172.400 |
LS | 0.5 |
| 0405 | STEEL STRUCTURAL PLATE BOX CULVERT (STATION 116+00) | 20695EN | 107.500 |
107.500 |
$3,794.060 |
LF | 4.8 |
| 0410 | STEEL STRUCTURAL PLATE BOX CULVERT (STATION 121+70) | 20695EN | 234.000 |
234.000 |
$3,856.550 |
LF | 10.6 |
| 0415 | 3-SIDED CULVERT (STATION 136+33) | 21804EN | 112.500 |
112.500 |
$2,566.570 |
LF | 3.4 |
| 0420 | PIPELINE INSPECTION | 24814EC | 985.000 |
985.000 |
$4.530 |
LF | 0.1 |
| 0425 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | 4.000 |
4.000 |
$3,905.650 |
EACH | 0.2 |
| 0430 | SLOPED AND MITERED HEADWALL-30 IN | 26133ED | 2.000 |
2.000 |
$5,356.320 |
EACH | 0.1 |
Category Total $1,853,768.70 |
| SM- Project | DE0240NEW2302 | CATEGORY NUMBER | 0007 | CATEGORY Description | WATERLINE - CHRISTIAN CO WATER DISTRICT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0435 | W CAP EXISTING MAIN (4") | 14003 | 2.000 |
2.000 |
$3,219.370 |
EACH | 0.1 |
| 0440 | W FIRE HYDRANT REMOVE VALVE BOX; CAP RISER | 14021 | 1.000 |
1.000 |
$585.850 |
EACH | 0.0 |
| 0445 | W FLUSH HYDRANT ASSEMBLY | 14022 | 1.000 |
1.000 |
$9,535.370 |
EACH | 0.1 |
| 0450 | W METER RELOCATE | 14030 | 1.000 |
1.000 |
$2,215.060 |
EACH | 0.0 |
| 0455 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 1.000 |
1.000 |
$5,624.140 |
EACH | 0.1 |
| 0460 | W TIE-IN 04 INCH | 14093 | 1.000 |
1.000 |
$3,425.810 |
EACH | 0.0 |
| 0465 | W VALVE 04 INCH | 14104 | 2.000 |
2.000 |
$2,371.290 |
EACH | 0.1 |
| 0470 | W PIPE PVC 04 INCH INST | 14545 | 2,496.000 |
2,496.000 |
$33.480 |
LF | 1.0 |
| 0475 | W VALVE CUT-IN 04 INCH INST | 14598 | 1.000 |
1.000 |
$4,033.980 |
EACH | 0.0 |
Category Total $120,167.61 |
| SM- Project | DE0240NEW2302 | CATEGORY NUMBER | 0008 | CATEGORY Description | WATERLINE - HOPKINSVILLE WATER ENVIRONMENT AUTHORITY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0480 | W AIR RELEASE VALVE 3/4 INCH | 14001 | 3.000 |
3.000 |
$2,421.500 |
EACH | 0.1 |
| 0485 | W ENCASEMENT STEEL BORED RANGE 4 W2 (REVISED 3-20-23) | 14009 | 120.000 |
120.000 |
$517.780 |
LF | 0.7 |
| 0490 | W ENCASEMENT STEEL BORED RANGE 4 W3 (REVISED 3-20-23) | 14009 | 100.000 |
100.000 |
$522.240 |
LF | 0.6 |
| 0495 | W ENCASEMENT STEEL OPEN CUT RANGE 4 (REVISED 3-20-23) | 14015 | 150.000 |
150.000 |
$352.620 |
LF | 0.6 |
| 0500 | W FIRE HYDRANT ASSEMBLY | 14019 | 3.000 |
3.000 |
$10,260.700 |
EACH | 0.4 |
| 0505 | W PIPE DUCTILE IRON 06 INCH | 14036 | 1,190.000 |
1,190.000 |
$77.000 |
LF | 1.1 |
| 0510 | W PIPE DUCTILE IRON 08 INCH | 14037 | 2,125.000 |
2,125.000 |
$90.390 |
LF | 2.3 |
| 0515 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | 192.000 |
192.000 |
$141.720 |
LF | 0.3 |
| 0520 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | 837.000 |
837.000 |
$117.170 |
LF | 1.2 |
| 0525 | W TIE-IN 08 INCH | 14095 | 2.000 |
2.000 |
$11,371.020 |
EACH | 0.3 |
| 0530 | W VALVE 06 INCH INST | 14589 | 2.000 |
2.000 |
$2,560.990 |
EACH | 0.1 |
| 0535 | W VALVE 08 INCH INST (REVISED 3-20-23) | 14590 | 7.000 |
7.000 |
$3,587.620 |
EACH | 0.3 |
| 0540 | S ENCASEMENT STEEL OPEN CUT RANGE 6 (REVISED 3-20-23) | 15025 | 150.000 |
150.000 |
$511.080 |
LF | 0.9 |
| 0560 | W VALVE 08 INCH (ADDED 3-21-23) | 14106 | 4.000 |
4.000 |
$3,587.620 |
EACH | 0.2 |
| 0565 | W STRUCTURE REMOVAL (ADDED 3-21-23) | 14088 | 4.000 |
4.000 |
$5,291.840 |
EACH | 0.2 |
| 0570 | W CAP EXISTING MAIN (ADDED 3-21-23) | 14003 | 5.000 |
5.000 |
$1,841.240 |
EACH | 0.1 |
Category Total $788,650.88 |
| SM- Project | DE0240NEW2302 | CATEGORY NUMBER | 0009 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0545 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$264,267.250 |
LS | 3.1 |
| 0550 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$151,273.760 |
LS | 1.8 |
Category Total $415,541.01 |