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Item List 131077 |
Date:05/25/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 131077 | Primary Project Number | DE03701271377 |
| Contract Description | WILKINSON BLVD.(US 127) | ||
| Primary County | FRANKLIN | Fed/St Number | FD04 SPP 037 0127 008-011 |
| Vendor ID | 00124 | Vendor Name | THE HARPER COMPANY DBA THE W L HARPER CO |
| Bid Amount | $ 8,912,488.30 | ||
| SM- Project | DE03701271377 |
| Fed/State Number | FD04 SPP 037 0127 008-011 |
| Project Description | WILKINSON BLVD.(US 127) |
| *********** |
| SM- Project | DE03701271377 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 20,114.000 |
22,936.570 |
$13.230 |
TON | 3.0 |
| 0020 | STANDARD BARRIER MEDIAN TYPE 3 | 01919 | 1,546.000 |
1,546.000 |
$65.830 |
SQYD | 1.1 |
| 0030 | JPC PAVEMENT-10 IN | 02069 | 76,665.000 |
76,665.000 |
$51.250 |
SQYD | 44.1 |
| 0040 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 482.000 |
482.000 |
$56.400 |
SQYD | 0.3 |
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 952.000 |
952.000 |
$12.630 |
TON | 0.1 |
| 0060 | SIDEWALK-4 IN CONCRETE | 02720 | 3,335.000 |
3,335.000 |
$28.560 |
SQYD | 1.1 |
| 8012 | NON-SPEC MATERIAL - | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8015 | RIDE QUALITY ADJUSTMENT JPC | 10060NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $4,431,418.81 |
| SM- Project | DE03701271377 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0070 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | 5,000.000 |
50,000.000 |
$2.590 |
SQYD | 0.1 |
| 0080 | ADJUST MANHOLE | 01792 | 22.000 |
22.000 |
$627.400 |
EACH | 0.2 |
| 0090 | STANDARD INTEGRAL CURB | 01830 | 24,838.000 |
24,528.000 |
$6.500 |
LF | 1.8 |
| 0100 | BARRICADE-TYPE III | 02014 | 24.000 |
24.000 |
$30.000 |
EACH | 0.0 |
| 0110 | REMOVE PAVEMENT | 02091 | 79,010.000 |
79,010.000 |
$10.110 |
SQYD | 9.0 |
| 0120 | ROADWAY EXCAVATION | 02200 | 4,239.000 |
17,065.740 |
$12.000 |
CUYD | 0.6 |
| 0130 | EMBANKMENT IN PLACE | 02230 | 615.000 |
615.000 |
$45.790 |
CUYD | 0.3 |
| 0140 | DITCHING | 02237 | 2,320.000 |
2,320.000 |
$2.580 |
LF | 0.1 |
| 0150 | CHANNEL LINING CLASS II | 02483 | 460.000 |
460.000 |
$29.100 |
TON | 0.2 |
| 0160 | TEMPORARY SIGNS | 02562 | 2,000.000 |
2,000.000 |
$4.280 |
SQFT | 0.1 |
| 0170 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 5,000.000 |
32,239.320 |
$2.150 |
SQYD | 0.1 |
| 0180 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$341,867.020 |
LS | 3.8 |
| 0190 | CROSSOVER #1 | 02655 | 1.000 |
1.000 |
$7,004.070 |
LS | 0.1 |
| 0200 | CROSSOVER #3 | 02655 | 1.000 |
1.000 |
$6,938.880 |
LS | 0.1 |
| 0210 | CROSSOVER #4 | 02655 | 1.000 |
1.000 |
$6,544.030 |
LS | 0.1 |
| 0220 | CROSSOVER #2 | 02655 | 1.000 |
1.000 |
$6,478.950 |
LS | 0.1 |
| 0230 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$2,735.130 |
EACH | 0.2 |
| 0240 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0250 | STAKING | 02726 | 1.000 |
1.000 |
$496,756.960 |
LS | 5.6 |
| 0260 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$1,855.990 |
EACH | 0.1 |
| 0270 | TUBULAR MARKERS | 03225 | 250.000 |
250.000 |
$32.100 |
EACH | 0.1 |
| 0280 | EROSION CONTROL BLANKET | 05950 | 2,063.000 |
2,063.000 |
$1.500 |
SQYD | 0.0 |
| 0290 | TEMP MULCH | 05952 | 1,112.000 |
0.000 |
$0.320 |
SQYD | 0.0 |
| 0300 | SEEDING AND PROTECTION | 05985 | 5,000.000 |
5,000.000 |
$0.400 |
SQYD | 0.0 |
| 0310 | SODDING | 05990 | 2,225.000 |
2,225.000 |
$6.000 |
SQYD | 0.1 |
| 0320 | TOPSOIL FURNISHED AND PLACED | 05997 | 1,581.000 |
1,581.000 |
$28.760 |
CUYD | 0.5 |
| 0330 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 96,535.000 |
96,535.000 |
$0.220 |
LF | 0.2 |
| 0340 | PAVE STRIPING-PERM PAINT-4 IN WHITE | 06514 | 24,702.000 |
24,702.000 |
$0.570 |
LF | 0.2 |
| 0350 | PAVE STRIPING-PERM PAINT-4 IN YELLOW | 06514 | 14,938.000 |
14,938.000 |
$0.570 |
LF | 0.1 |
| 0360 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 133.000 |
133.000 |
$0.650 |
LF | 0.0 |
| 0370 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 1,000.000 |
1,000.000 |
$1.900 |
LF | 0.0 |
| 0380 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,000.000 |
1,000.000 |
$1.200 |
LF | 0.0 |
| 0390 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 16,600.000 |
16,600.000 |
$1.200 |
LF | 0.2 |
| 0400 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 216.000 |
216.000 |
$40.760 |
EACH | 0.1 |
| 0410 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 358.000 |
358.000 |
$40.760 |
EACH | 0.2 |
| 0420 | FUEL ADJUSTMENT | 10020NS | 28,300.000 |
28,300.000 |
$1.000 |
DOLL | 0.3 |
| 0430 | PAVE MARK HANDICAP SYMBOL | 20206EC | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 0440 | LAW ENFORCEMENT OFFICER | 20411ED | 300.000 |
300.000 |
$43.000 |
HOUR | 0.1 |
| 0450 | RELOCATE TUBULAR MARKER | 20467NS112 | 200.000 |
200.000 |
$26.750 |
EACH | 0.1 |
| 0460 | WATER BLASTING EXISTING STRIPE | 22664EN | 4,000.000 |
4,000.000 |
$0.720 |
LF | 0.0 |
| 0470 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | 1.000 |
1.000 |
$45,000.000 |
LS | 0.5 |
| 0480 | DETECTABLE WARNINGS | 23158ES505 | 1,011.000 |
1,011.000 |
$31.420 |
SQFT | 0.4 |
| 0490 | PAVE MARK TY 1 TAPE CROSS HATCH | 23253ES717 | 1,103.000 |
1,679.000 |
$11.080 |
SQFT | 0.1 |
| 0500 | PAVE MARK TY 1 TAPE-STRAIGHT ARROW | 23255ES717 | 6.000 |
6.000 |
$179.300 |
EACH | 0.0 |
| 0510 | PAVE MARK TY 1 TAPE -ONLY | 23256ES717 | 2.000 |
2.000 |
$396.500 |
EACH | 0.0 |
| 0520 | PAVE MARK TY 1 TAPE X-WALK-12 IN | 23264ES717 | 742.000 |
742.000 |
$11.080 |
LF | 0.1 |
| 0530 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | 530.000 |
530.000 |
$22.500 |
LF | 0.1 |
| 0540 | PAVE MARK TY 1 TAPE-COMBO ARROW | 23269ES717 | 7.000 |
7.000 |
$433.000 |
EACH | 0.0 |
| 0550 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | 25.000 |
31.000 |
$282.000 |
EACH | 0.1 |
| 0560 | PERFORM CIPP ACCEPTANCE TESTING | 23484EC | 1.000 |
1.000 |
$19,000.000 |
LS | 0.2 |
| 0570 | REPLACE ASPHALT PAVEMENT | 24249EC | 1,000.000 |
1,000.000 |
$17.380 |
SQFT | 0.2 |
| 8005 | CRUSHED STONE BASE Backfill stone for undercut sections found after proof roll | 00003 | 0.000 |
20,309.550 |
$22.490 |
TON | 0.0 |
| 8006 | CRUSHED AGGREGATE SIZE NO 2 Stone for Undercut | 00078 | 0.000 |
2,071.060 |
$22.490 |
TON | 0.0 |
| 8007 | MAINTAIN & CONTROL TRAFFIC Pedestrain Walkway | 21741NC | 0.000 |
1.000 |
$675.880 |
EACH | 0.0 |
| 8009 | FENCE-TEMP Temp Fence to block Pedestrain Access | 02259 | 0.000 |
2,280.000 |
$4.010 |
LF | 0.0 |
| 8010 | SIGNS Signs for Pedestrain to use Crosswalks | 02562 | 0.000 |
36.000 |
$16.700 |
SQFT | 0.0 |
| 8011 | COST PLUS WORK Work to regrade sub-grade after sanitary work | 10080NSD | 0.000 |
1.000 |
$6,963.900 |
DOLL | 0.0 |
| 8013 | HARDWOOD MULCH For Landscape Areas in Medians | 23319EC | 0.000 |
1,112.000 |
$5.270 |
SQYD | 0.0 |
| 8017 | REMOVE CURB & PAVEMENT-WIDEN PAVEMEN & CURB FAIR OAKS | 23055N | 0.000 |
1.000 |
$32,256.960 |
LS | 0.0 |
Category Total $2,366,469.11 |
| SM- Project | DE03701271377 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0580 | CONDUIT-1 1/4 IN | 04793 | 100.000 |
165.000 |
$8.000 |
LF | 0.0 |
| 0590 | CONDUIT-2 IN | 04795 | 872.000 |
872.000 |
$9.000 |
LF | 0.1 |
| 0600 | CONDUIT-3 IN | 04797 | 523.000 |
523.000 |
$12.000 |
LF | 0.1 |
| 0610 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$425.000 |
EACH | 0.0 |
| 0620 | TRENCHING AND BACKFILLING | 04820 | 1,345.000 |
1,410.000 |
$3.500 |
LF | 0.1 |
| 0630 | OPEN CUT ROADWAY | 04821 | 432.000 |
432.000 |
$1.000 |
LF | 0.0 |
| 0640 | CABLE-NO. 14/5C | 04844 | 7,069.000 |
9,552.000 |
$1.250 |
LF | 0.1 |
| 0650 | MAST ARM POLE | 04881 | 4.000 |
4.000 |
$18,060.000 |
EACH | 0.8 |
| 0660 | MESSENGER-10800 LB | 04885 | 975.000 |
975.000 |
$3.450 |
LF | 0.0 |
| 0670 | INSTALL CONTROLLER TYPE 170 | 04931 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.1 |
| 0680 | INSTALL STEEL STRAIN POLE | 04932 | 8.000 |
8.000 |
$900.000 |
EACH | 0.1 |
| 0690 | REMOVE SIGNAL EQUIPMENT | 04950 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.1 |
| 0700 | REMOVE AND REPLACE SIDEWALK | 04960 | 146.000 |
285.560 |
$125.680 |
SQYD | 0.2 |
| 0710 | INSTALL SPAN MOUNTED SIGN | 06472 | 1.000 |
1.000 |
$225.000 |
EACH | 0.0 |
| 0720 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 18.000 |
28.000 |
$175.000 |
EACH | 0.0 |
| 0730 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 34.000 |
34.000 |
$180.000 |
EACH | 0.1 |
| 0740 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 28.000 |
28.000 |
$225.000 |
EACH | 0.1 |
| 0750 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 6.000 |
6.000 |
$225.000 |
EACH | 0.0 |
| 0760 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 10.000 |
10.000 |
$550.000 |
EACH | 0.1 |
| 0770 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 18.000 |
28.000 |
$150.000 |
EACH | 0.0 |
| 0780 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | 3.000 |
3.000 |
$1,300.000 |
EACH | 0.0 |
| 0790 | TRAFFIC SIGNAL POLE BASE | 23157EN | 56.000 |
56.000 |
$950.000 |
CUYD | 0.6 |
| 0800 | INSTALL SIGNAL PEDESTAL | 23222EC | 5.000 |
8.000 |
$700.000 |
EACH | 0.0 |
| 0810 | INSTALL SIGNAL SENSOR SYSTEM | 24133EC | 4.000 |
4.000 |
$6,000.000 |
EACH | 0.3 |
| 8008 | COST PLUS WORK Signal Control Panel Repair | 10080NSD | 0.000 |
1.000 |
$4,036.380 |
DOLL | 0.0 |
| 8019 | INSTALL POLE Replacement Pole at Mero Intersection | 23509EC | 0.000 |
1.000 |
$791.120 |
EACH | 0.0 |
| 8020 | MAINTAIN & CONTROL TRAFFIC MOT for Ped Signal Work | 02650 | 0.000 |
1.000 |
$4,905.540 |
LS | 0.0 |
| 8021 | STAKING For Additional Pedestrian Signals | 02726 | 0.000 |
1.000 |
$1,923.870 |
LS | 0.0 |
| 8022 | COST PLUS WORK Troubleshooting Riley Road Signal Light | 10080NSD | 0.000 |
1.000 |
$4,560.180 |
DOLL | 0.0 |
| 8023 | MAINTAIN & CONTROL TRAFFIC Flagging During Signal Light Work | 02650 | 0.000 |
1.000 |
$309.360 |
LS | 0.0 |
Category Total $258,422.78 |
| SM- Project | DE03701271377 | CATEGORY NUMBER | 0005 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0820 | CULVERT PIPE-30 IN | 00466 | 374.000 |
240.000 |
$94.450 |
LF | 0.4 |
| 0830 | STORM SEWER PIPE-15 IN | 00521 | 50.000 |
524.000 |
$127.550 |
LF | 0.1 |
| 0840 | STORM SEWER PIPE-18 IN | 00522 | 324.000 |
271.905 |
$255.910 |
LF | 0.9 |
| 0850 | STORM SEWER PIPE-24 IN | 00524 | 374.000 |
194.000 |
$185.860 |
LF | 0.8 |
| 0860 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | 1.000 |
1.000 |
$2,370.870 |
EACH | 0.0 |
| 0870 | S & F BOX INLET-OUTLET-24 IN | 01451 | 1.000 |
1.000 |
$3,884.960 |
EACH | 0.0 |
| 0880 | S & F BOX INLET-OUTLET-30 IN | 01452 | 2.000 |
2.000 |
$4,791.270 |
EACH | 0.1 |
| 0890 | CURB BOX INLET TYPE A MOD | 01459 | 88.000 |
95.000 |
$4,365.540 |
EACH | 4.3 |
| 0900 | CURB BOX INLET TYPE B-T | 01484 | 4.000 |
1.000 |
$3,708.550 |
EACH | 0.2 |
| 0910 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$6,965.060 |
EACH | 0.1 |
| 0920 | DROP BOX INLET TYPE 15 | 01580 | 7.000 |
7.000 |
$4,439.770 |
EACH | 0.3 |
| 0930 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$5,232.540 |
EACH | 0.1 |
| 0940 | MANHOLE TYPE B | 01761 | 6.000 |
9.000 |
$5,878.020 |
EACH | 0.4 |
| 0950 | REMOVE PAVED DITCH | 02165 | 307.000 |
307.000 |
$2.460 |
SQYD | 0.0 |
| 0960 | CHANNEL LINING CLASS III | 02484 | 200.000 |
200.000 |
$31.280 |
TON | 0.1 |
| 0970 | CURE IN PLACE PIPE LINER-15 IN | 23479EC | 4,751.000 |
4,528.315 |
$59.000 |
LF | 3.1 |
| 0980 | CURE IN PLACE PIPE LINER-18 IN | 23480EC | 620.000 |
652.000 |
$70.000 |
LF | 0.5 |
| 0990 | CLEAN | 24543EC | 7,530.000 |
7,568.000 |
$3.000 |
LF | 0.3 |
| 1000 | WATER UTILITY COORDINATION | 24574EN | 1.000 |
1.000 |
$14,431.900 |
LS | 0.2 |
| 1010 | CURE IN PLACE PIPE LINER 24 IN | 24599EC | 799.000 |
799.000 |
$93.000 |
LF | 0.8 |
| 1020 | CURE IN PLACE PIPE LINER 30 IN | 24599EC | 848.000 |
848.000 |
$123.000 |
LF | 1.2 |
| 1030 | CURE IN PLACE PIPE LINER 36 IN | 24599EC | 512.000 |
300.000 |
$151.000 |
LF | 0.9 |
| 8000 | CORED HOLE DRAINAGE BOX CON For connection into existing storm boxes | 23610NC | 0.000 |
8.000 |
$720.790 |
EACH | 0.0 |
| 8001 | SLOTTED DRAIN PIPE-18 IN Remove and replacement of slotted drain pipe | 00982 | 0.000 |
20.000 |
$400.290 |
LF | 0.0 |
| 8002 | SAFELOADING To backfill existing pipes that will no longer be in use. | 02690 | 0.000 |
19.000 |
$232.170 |
CUYD | 0.0 |
| 8003 | FLOWABLE FILL 15" Pipe under the existing pavement | 02220 | 0.000 |
112.500 |
$92.000 |
CUYD | 0.0 |
| 8004 | STAKING | 02726 | 0.000 |
1.000 |
$2,005.160 |
LS | 0.0 |
| 8014 | PIPE REPAIR For Collapse Pipe to Install Cure In Place Liner | 23956EC | 0.000 |
2.000 |
$2,430.120 |
EACH | 0.0 |
| 8016 | REIMBURSEMENT RETURE PRECAST ITEMS & PIPE | 10299N | 0.000 |
10,842.630 |
$1.000 |
DOLL | 0.0 |
| 8018 | REMOVE PAVED DITCH-REPLACE WITH CH LN CL3 LEESTOWN GOSPEL CHURCH | 23055N | 0.000 |
1.000 |
$14,926.040 |
LS | 0.0 |
Category Total $1,311,177.60 |
| SM- Project | DE03701271377 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOB AND DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1040 | MOBILIZATION REVISED: 11-20-13 | 02568 | 1.000 |
1.000 |
$415,000.000 |
LS | 4.7 |
| 1050 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$130,000.000 |
LS | 1.5 |
Category Total $545,000.00 |