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Item List 051202 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051202 | Primary Project Number | DE11400680502 |
| Contract Description | BOWLING GREEN-GLASGOW ROAD (KY 68) | ||
| Primary County | WARREN | Fed/St Number | FD39 114 0068 013-014 |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 2,525,512.51 | ||
| SM- Project | DE11400680502 |
| Fed/State Number | FD39 114 0068 013-014 |
| Project Description | BOWLING GREEN-GLASGOW ROAD (KY 68) |
| *********** |
| SM- Project | DE11400680502 | 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 | 26,085.000 |
25,814.720 |
$12.950 |
TON | 13.4 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 331.000 |
331.000 |
$14.000 |
TON | 0.2 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 13,584.000 |
13,584.000 |
$14.000 |
TON | 7.5 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 132.000 |
132.000 |
$46.000 |
TON | 0.2 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 2,798.000 |
2,798.000 |
$35.500 |
TON | 3.9 |
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 26,103.000 |
26,603.000 |
$32.500 |
TON | 33.6 |
| 0070 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 201.000 |
201.000 |
$46.000 |
TON | 0.4 |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 16.000 |
16.000 |
$400.000 |
TON | 0.3 |
| 0090 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 99.000 |
99.000 |
$60.000 |
TON | 0.2 |
| 0100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 3,847.000 |
4,147.000 |
$36.800 |
TON | 5.6 |
| 0110 | ENTRANCE PIPE-15 INCH | 00440 | 466.000 |
466.000 |
$35.810 |
LF | 0.7 |
| 0120 | ENTRANCE PIPE-18 INCH | 00441 | 86.000 |
86.000 |
$37.500 |
LF | 0.1 |
| 0130 | CULVERT PIPE-18 INCH | 00462 | 129.750 |
129.750 |
$42.000 |
LF | 0.2 |
| 0140 | STORM SEWER PIPE-12 INCH | 00520 | 114.000 |
114.000 |
$34.120 |
LF | 0.2 |
| 0150 | STORM SEWER PIPE-15 INCH | 00521 | 788.000 |
788.000 |
$35.810 |
LF | 1.1 |
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | 865.900 |
865.900 |
$37.500 |
LF | 1.3 |
| 0170 | STORM SEWER PIPE-24 INCH | 00524 | 127.000 |
127.000 |
$40.610 |
LF | 0.2 |
| 0180 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.1 |
| 0190 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.3 |
| 0200 | DROP BOX INLET TYPE 5D | 01511 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.3 |
| 0210 | DROP BOX INLET TYPE 5F | 01517 | 9.000 |
9.000 |
$2,800.000 |
EACH | 1.0 |
| 0220 | ISLAND HEADER CURB TYPE 1 | 01890 | 180.000 |
180.000 |
$32.500 |
LF | 0.2 |
| 0230 | EMBANKMENT IN PLACE | 02230 | 16,938.000 |
16,938.000 |
$18.210 |
CUYD | 12.2 |
| 0240 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 38.000 |
38.000 |
$315.000 |
EACH | 0.5 |
| 0250 | CHANNEL LINING CLASS II | 02483 | 10.900 |
10.900 |
$25.000 |
TON | 0.0 |
| 0260 | CLEARING AND GRUBBING 24.9 ACRES | 02545 | 1.000 |
1.000 |
$12,900.000 |
LS | 0.5 |
| 0270 | SIGNS | 02562 | 366.000 |
366.000 |
$6.000 |
SQFT | 0.1 |
| 0280 | FABRIC-GEOTEXTILE TYPE II | 02597 | 454.000 |
454.000 |
$1.800 |
SQYD | 0.0 |
| 0290 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 30,873.000 |
34,073.000 |
$1.300 |
SQYD | 1.6 |
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
0.000 |
$9,250.000 |
LS | 0.4 |
| 0310 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
0.000 |
$500.000 |
LS | 0.0 |
| 0320 | ASPH PAVE MILLING & TEXTURING | 02677 | 832.000 |
982.000 |
$18.750 |
TON | 0.6 |
| 0330 | SAFELOADING | 02690 | 12.000 |
12.000 |
$300.000 |
CUYD | 0.1 |
| 0340 | SAND FOR DRAINAGE | 02700 | 113.000 |
113.000 |
$25.000 |
TON | 0.1 |
| 0350 | TEMPORARY SILT FENCE | 02701 | 3,408.000 |
3,408.000 |
$3.000 |
LF | 0.4 |
| 0360 | SILT CHECK TYPE II | 02705 | 77.000 |
77.000 |
$60.000 |
EACH | 0.2 |
| 0370 | CLEAN SILT CHECK | 02708 | 77.000 |
77.000 |
$5.000 |
EACH | 0.0 |
| 0380 | CLEAN TEMPORARY SILT FENCE | 02709 | 3,408.000 |
3,408.000 |
$0.100 |
LF | 0.0 |
| 0390 | STAKING | 02726 | 1.000 |
1.000 |
$9,300.000 |
LS | 0.4 |
| 0400 | EROSION CONTROL BLANKET | 05950 | 2,128.000 |
2,128.000 |
$1.150 |
SQYD | 0.1 |
| 0410 | TEMP SEEDING AND PROTECTION | 05953 | 4,786.000 |
4,786.000 |
$0.320 |
SQYD | 0.1 |
| 0420 | TOPDRESSING FERTILIZER | 05966 | 3.000 |
3.000 |
$450.000 |
TON | 0.1 |
| 0430 | SEEDING AND PROTECTION | 05985 | 47,856.000 |
56,856.000 |
$0.300 |
SQYD | 0.6 |
| 0440 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 29,580.000 |
29,580.000 |
$0.190 |
LF | 0.2 |
| 0450 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 37,020.000 |
37,020.000 |
$0.210 |
LF | 0.3 |
| 0460 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 331.000 |
331.000 |
$6.890 |
EACH | 0.1 |
| 0470 | PAVEMENT MARKER TYPE V-MW | 06589 | 348.000 |
348.000 |
$21.980 |
EACH | 0.3 |
| 0480 | PAVEMENT MARKER TYPE V-BY | 06591 | 158.000 |
158.000 |
$21.980 |
EACH | 0.1 |
| 0490 | CONCRETE-CLASS A | 08100 | 5.350 |
5.350 |
$850.000 |
CUYD | 0.2 |
| 0500 | STEEL REINFORCEMENT | 08150 | 24.000 |
24.000 |
$2.000 |
LB | 0.0 |
| 8001 | STANDARD CURB AND GUTTER | 01810 | 0.000 |
641.000 |
$23.000 |
LF | 0.0 |
| 8002 | MAINTAIN & CONTROL TRAFFIC Turn Lane Extension | 02650 | 0.000 |
0.000 |
$1,000.000 |
LS | 0.0 |
| 8004 | MOBILIZATION FOR MILL & TEXT Add mobilization for milling for additional turn lane | 02676 | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8005 | MAINTAIN & CONTROL TRAFFIC Additional qty for US 31-W turn lane construction. | 02650 | 0.000 |
1.000 |
$10,250.000 |
LS | 0.0 |
Category Total $2,277,917.76 |
| SM- Project | DE11400680502 | CATEGORY NUMBER | 0002 | CATEGORY Description | SIGNALS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0510 | CONDUIT-1 1/4 INCH | 04793 | 1,827.000 |
1,827.000 |
$2.000 |
LF | 0.1 |
| 0520 | CONDUIT-2 INCH | 04795 | 80.000 |
80.000 |
$2.750 |
LF | 0.0 |
| 0530 | JUNCTION BOX TYPE B | 04811 | 10.000 |
10.000 |
$240.000 |
EACH | 0.1 |
| 0540 | TRENCHING AND BACKFILLING | 04820 | 1,797.000 |
1,797.000 |
$4.000 |
LF | 0.3 |
| 0550 | LOOP WIRE | 04830 | 5,968.000 |
5,968.000 |
$0.500 |
LF | 0.1 |
| 0560 | CABLE-NO. 14/5C | 04844 | 1,180.000 |
1,180.000 |
$1.500 |
LF | 0.1 |
| 0570 | CABLE-NO. 14/7C | 04845 | 565.000 |
565.000 |
$1.500 |
LF | 0.0 |
| 0580 | CABLE-NO. 14/1 PAIR | 04850 | 11,072.000 |
11,072.000 |
$1.500 |
LF | 0.7 |
| 0590 | MESSENGER-10800 LB | 04885 | 1,138.000 |
1,138.000 |
$1.500 |
LF | 0.1 |
| 0600 | LOOP SAW SLOT AND FILL | 04895 | 2,046.000 |
2,046.000 |
$12.000 |
LF | 1.0 |
| 0610 | SIGNAL-3 SECTION 12 INCH | 04912 | 15.000 |
15.000 |
$475.000 |
EACH | 0.3 |
| 0620 | INSTALL CONTROLLER TYPE 170 | 04931 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.2 |
| 0630 | INSTALL STEEL STRAIN POLE | 04932 | 8.000 |
8.000 |
$2,500.000 |
EACH | 0.8 |
Category Total $93,455.50 |
| SM- Project | DE11400680502 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION/MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0640 | MOBILIZATION | 02568 | 1.000 |
0.000 |
$118,568.660 |
LS | 4.7 |
| 0650 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$35,570.590 |
LS | 1.4 |
| 8003 | MOBILIZATION Additional mobilization to include US 31-W turning lane | 02568 | 0.000 |
1.000 |
$120,568.660 |
LS | 0.0 |
Category Total $154,139.25 |