|
Item List 041007 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041007 | Primary Project Number | D056002204007 |
| Contract Description | BROWNSBORO ROAD (KY22) | ||
| Primary County | JEFFERSON | Fed/St Number | FD39 056 0022 003-005 |
| Vendor ID | 00182 | Vendor Name | GOHMANN ASPHALT AND CONSTRUCTION INC |
| Bid Amount | $ 2,914,800.00 | ||
| SM- Project | D056002204007 |
| Fed/State Number | FD39 056 0022 003-005 |
| Project Description | BROWNSBORO ROAD (KY22) |
| *********** |
| SM- Project | D056002204007 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 22,970.000 |
23,122.000 |
$13.000 |
TON | 10.2 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 8,785.000 |
8,785.000 |
$26.000 |
TON | 7.8 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 61.000 |
61.000 |
$110.000 |
TON | 0.2 |
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | 823.000 |
823.000 |
$36.000 |
TON | 1.0 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 139.000 |
149.000 |
$35.000 |
TON | 0.2 |
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 7,810.000 |
10,930.000 |
$31.000 |
TON | 8.3 |
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 7,597.000 |
7,597.000 |
$34.000 |
TON | 8.9 |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 8.000 |
8.000 |
$425.000 |
TON | 0.1 |
| 0090 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | 87.000 |
94.000 |
$44.000 |
TON | 0.1 |
| 0100 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 5,235.000 |
5,235.000 |
$39.000 |
TON | 7.0 |
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | 28.000 |
28.000 |
$34.000 |
LF | 0.0 |
| 0120 | STORM SEWER PIPE-15 INCH | 00521 | 2,523.000 |
2,568.000 |
$31.000 |
LF | 2.7 |
| 0130 | STORM SEWER PIPE-18 INCH | 00522 | 1,219.000 |
1,475.000 |
$33.000 |
LF | 1.4 |
| 0140 | STORM SEWER PIPE-24 INCH | 00524 | 1,163.000 |
1,163.000 |
$42.000 |
LF | 1.7 |
| 0150 | STORM SEWER PIPE-30 INCH | 00526 | 72.000 |
72.000 |
$56.000 |
LF | 0.1 |
| 0160 | STORM SEWER PIPE-48 INCH EQUIV | 00560 | 51.000 |
51.000 |
$200.000 |
LF | 0.3 |
| 0170 | PERFORATED PIPE-4 INCH | 01000 | 5,447.000 |
5,447.000 |
$6.000 |
LF | 1.1 |
| 0180 | METAL END SECTION TY 4-48 INCH | 01417 | 1.000 |
1.000 |
$4,600.000 |
EACH | 0.2 |
| 0190 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$3,200.000 |
EACH | 0.1 |
| 0200 | CURB BOX INLET TYPE A | 01456 | 31.000 |
31.000 |
$2,800.000 |
EACH | 3.0 |
| 0210 | CURB BOX INLET TYPE F | 01487 | 2.000 |
2.000 |
$1,700.000 |
EACH | 0.1 |
| 0220 | DROP BOX INLET TYPE 3 | 01496 | 3.000 |
3.000 |
$3,100.000 |
EACH | 0.3 |
| 0230 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$3,300.000 |
EACH | 0.1 |
| 0240 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.1 |
| 0250 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.1 |
| 0260 | MANHOLE TYPE C | 01767 | 2.000 |
2.000 |
$5,300.000 |
EACH | 0.4 |
| 0270 | STANDARD CURB AND GUTTER (REVISED 6-14-04) | 01810 | 9,990.000 |
10,110.000 |
$11.000 |
LF | 3.8 |
| 0280 | BARRIER CURB AND GUTTER | 01815 | 400.000 |
400.000 |
$11.500 |
LF | 0.2 |
| 0290 | STANDARD HEADER CURB | 01875 | 425.000 |
425.000 |
$13.000 |
LF | 0.2 |
| 0300 | ASPHALT WEDGE CURB | 01897 | 125.000 |
125.000 |
$22.000 |
LF | 0.1 |
| 0310 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | 1,110.000 |
1,110.000 |
$53.000 |
SQYD | 2.0 |
| 0320 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$105.000 |
EACH | 0.0 |
| 0330 | JPC PAVEMENT-6 INCH | 02075 | 16.000 |
16.000 |
$39.000 |
SQYD | 0.0 |
| 0340 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 203.000 |
138.000 |
$50.000 |
SQYD | 0.3 |
| 0350 | PAVED DITCH TYPE 1 | 02157 | 180.000 |
180.000 |
$75.000 |
SQYD | 0.5 |
| 0360 | EMBANKMENT IN PLACE (REVISED 6-14-04) | 02230 | 19,978.000 |
19,978.000 |
$12.000 |
CUYD | 8.2 |
| 0370 | WATER | 02242 | 1,225.000 |
1,225.000 |
$1.000 |
MGAL | 0.0 |
| 0380 | FENCE-TEMPORARY | 02259 | 736.000 |
736.000 |
$5.000 |
LF | 0.1 |
| 0390 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 7.000 |
7.000 |
$95.000 |
EACH | 0.0 |
| 0400 | CHANNEL LINING CLASS II | 02483 | 254.000 |
254.000 |
$24.000 |
TON | 0.2 |
| 0410 | CLEARING AND GRUBBING 20.9 ACRES | 02545 | 1.000 |
1.000 |
$46,991.540 |
LS | 1.6 |
| 0420 | SIGNS | 02562 | 540.000 |
540.000 |
$4.000 |
SQFT | 0.1 |
| 0430 | EDGE KEY | 02585 | 250.000 |
250.000 |
$8.000 |
LF | 0.1 |
| 0440 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 3,450.000 |
3,450.000 |
$1.500 |
SQYD | 0.2 |
| 0450 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$40,000.000 |
LS | 1.4 |
| 0460 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 0470 | ASPH PAVE MILLING & TEXTURING | 02677 | 22.000 |
22.000 |
$70.000 |
TON | 0.1 |
| 0480 | SCARIFYING PAVEMENT (REVISED 6-14-04) | 02678 | 1,129.000 |
1,129.000 |
$2.000 |
SQYD | 0.1 |
| 0490 | TEMPORARY SILT FENCE | 02701 | 1,482.000 |
1,482.000 |
$1.750 |
LF | 0.1 |
| 0500 | SILT CHECK SSSC A052 | 02705 | 17.000 |
17.000 |
$110.000 |
EACH | 0.1 |
| 0510 | CLEAN SILT CHECK | 02708 | 51.000 |
51.000 |
$25.000 |
EACH | 0.0 |
| 0520 | CLEAN TEMPORARY SILT FENCE | 02709 | 2,964.000 |
2,964.000 |
$0.500 |
LF | 0.1 |
| 0530 | SIDEWALK-4 INCH CONCRETE | 02720 | 3,072.000 |
3,072.000 |
$27.000 |
SQYD | 2.8 |
| 0540 | STAKING | 02726 | 1.000 |
1.000 |
$49,000.000 |
LS | 1.7 |
| 0550 | JUNCTION BOX TYPE B | 04811 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.1 |
| 0560 | TEMP SEEDING AND PROTECTION | 05953 | 2,029.000 |
2,029.000 |
$0.300 |
SQYD | 0.0 |
| 0570 | SEEDING AND PROTECTION | 05985 | 20,604.000 |
20,604.000 |
$0.300 |
SQYD | 0.2 |
| 0580 | SPECIAL SEEDING CROWN VETCH | 05989 | 4,827.000 |
4,827.000 |
$0.220 |
SQYD | 0.0 |
| 0590 | SODDING (REVISED 6-14-04) | 05990 | 6,362.000 |
6,362.000 |
$2.750 |
SQYD | 0.6 |
| 0600 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 20,000.000 |
20,000.000 |
$0.100 |
LF | 0.1 |
| 0610 | PAVE STRIPING-PERM PAINT-4 IN (REVISED 6-14-04) | 06514 | 36,586.000 |
36,586.000 |
$0.120 |
LF | 0.2 |
| 0620 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 12,500.000 |
12,500.000 |
$1.300 |
LF | 0.6 |
| 0630 | PAVE MARKING-THERMO STOP BAR-12IN (REVISED 6-14-04) | 06567 | 532.000 |
532.000 |
$3.000 |
LF | 0.1 |
| 0640 | PAVE MARKING-PAINT CROSS-HATCH (REVISED 6-14-04) | 06570 | 20,407.000 |
20,407.000 |
$0.650 |
SQFT | 0.5 |
| 0650 | CONCRETE-CLASS A | 08100 | 4.740 |
4.740 |
$850.000 |
CUYD | 0.1 |
| 0660 | STEEL REINFORCEMENT | 08150 | 236.000 |
236.000 |
$1.250 |
LB | 0.0 |
| 0670 | SILT CHECK (MOD) TY 2 | 20073ES213 | 9.000 |
9.000 |
$175.000 |
EACH | 0.1 |
| 0680 | CLEAN SILT CHECK (MOD) TY 2 | 20074ES213 | 27.000 |
27.000 |
$50.000 |
EACH | 0.0 |
| 0690 | STAMPED ASPHALT MEDIAN | 20262ED | 545.000 |
545.000 |
$25.000 |
SQYD | 0.5 |
| 0700 | GEOGRID REINFORCEMENT | 20263ED | 52,020.000 |
52,020.000 |
$3.800 |
SQYD | 6.8 |
| 0970 | SLOPED BOX OUTLET TYPE 1-15 IN SSSC A019 | 01432 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0980 | DROP BOX INLET TYPE 14 SSSC A026 | 01577 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.1 |
| 8073 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 0.000 |
10,500.000 |
$2.000 |
SQYD | 0.0 |
| 8074 | ROADWAY EXCAVATION | 02200 | 0.000 |
1,136.000 |
$18.000 |
CUYD | 0.0 |
| 8075 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
997.500 |
$22.000 |
TON | 0.0 |
| 8076 | MODIFY EXISTING DRAINAGE BOX DROP BOX INLET MODIFY SSSC A076 | 21583NN | 0.000 |
1.000 |
$875.000 |
EACH | 0.0 |
| 8077 | TEMPORARY SIGNAL SSSC A077 | 04935 | 0.000 |
1.000 |
$5,659.500 |
LS | 0.0 |
| 8078 | SILT TRAP TYPE B | 02704 | 0.000 |
2.000 |
$325.000 |
EACH | 0.0 |
| 8079 | CLEAN SILT TRAP TYPE B | 02707 | 0.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 8080 | REMOVE CURB AND GUTTER | 01812 | 0.000 |
120.000 |
$6.250 |
LF | 0.0 |
| 8081 | MODIFY EXISTING DRAINAGE BOX CURB BOX INLET | 21583NN | 0.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 8083 | STAMPED ASPHALT MEDIAN DYING SSSC A083 | 20262ED | 0.000 |
545.000 |
$9.900 |
SQYD | 0.0 |
| 8084 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 0.000 |
2.000 |
$275.000 |
EACH | 0.0 |
| 8085 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 0.000 |
51.000 |
$150.000 |
EACH | 0.0 |
| 8086 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 0.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 8087 | PAVE MARKING-PREF THERMO ONLY | 06576 | 0.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 8088 | FUEL ADJUSTMENT | 10020NS | 0.000 |
39,785.511 |
$1.000 |
DOLL | 0.0 |
| 8089 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
17,237.231 |
$1.000 |
DOLL | 0.0 |
| 8090 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $2,605,654.25 |
| SM- Project | D056002204007 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0710 | REMOVE CONCRETE MASONRY | 02403 | 14.300 |
14.300 |
$700.000 |
CUYD | 0.3 |
| 0720 | CHANNEL LINING CLASS III | 02484 | 224.000 |
224.000 |
$24.000 |
TON | 0.2 |
| 0730 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$8,200.000 |
LS | 0.3 |
| 0740 | CONCRETE-CLASS A | 08100 | 42.400 |
42.400 |
$600.000 |
CUYD | 0.9 |
| 0750 | STEEL REINFORCEMENT | 08150 | 5,645.000 |
5,645.000 |
$1.050 |
LB | 0.2 |
Category Total $54,953.25 |
| SM- Project | D056002204007 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0760 | CONDUIT-2 INCH | 04795 | 580.000 |
580.000 |
$8.000 |
LF | 0.2 |
| 0770 | JUNCTION BOX TYPE B | 04811 | 9.000 |
9.000 |
$400.000 |
EACH | 0.1 |
| 0780 | TRENCHING AND BACKFILLING | 04820 | 375.000 |
375.000 |
$3.000 |
LF | 0.0 |
| 0790 | LOOP WIRE (REVISED 6-14-04) | 04830 | 8,225.000 |
8,225.000 |
$0.500 |
LF | 0.1 |
| 0800 | CABLE-NO. 14/5C (REVISED 6-14-04) | 04844 | 5,880.000 |
5,880.000 |
$1.200 |
LF | 0.2 |
| 0810 | CABLE-NO. 14/7C | 04845 | 380.000 |
380.000 |
$1.250 |
LF | 0.0 |
| 0820 | CABLE-NO. 14/1 PAIR (REVISED 6-14-04) | 04850 | 6,330.000 |
6,330.000 |
$1.200 |
LF | 0.3 |
| 0830 | SIGNAL PEDESTAL | 04882 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 0840 | MESSENGER-10800 LB | 04885 | 1,620.000 |
1,620.000 |
$4.000 |
LF | 0.2 |
| 0850 | LOOP SAW SLOT AND FILL | 04895 | 2,920.000 |
2,920.000 |
$8.000 |
LF | 0.8 |
| 0860 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$165.000 |
EACH | 0.0 |
| 0870 | SIGNAL-3 SECTION 12 INCH (REVISED 6-14-04) | 04912 | 41.000 |
41.000 |
$450.000 |
EACH | 0.6 |
| 0880 | SIGNAL-4 SECTION 12 INCH | 04913 | 2.000 |
2.000 |
$525.000 |
EACH | 0.0 |
| 0890 | SIGNAL-PEDESTRIAN | 04916 | 8.000 |
8.000 |
$486.000 |
EACH | 0.1 |
| 0900 | MASTER CONTROLLER | 04925 | 1.000 |
1.000 |
$2,472.000 |
EACH | 0.1 |
| 0910 | COORDINATING UNIT | 04927 | 3.000 |
3.000 |
$3,006.000 |
EACH | 0.3 |
| 0920 | INSTALL CONTROLLER TYPE 170 | 04931 | 3.000 |
3.000 |
$1,900.000 |
EACH | 0.2 |
| 0930 | INSTALL STEEL STRAIN POLE | 04932 | 11.000 |
11.000 |
$2,400.000 |
EACH | 0.9 |
| 0940 | REMOVE SIGNAL EQUIPMENT | 04950 | 3.000 |
3.000 |
$600.000 |
EACH | 0.1 |
Category Total $129,192.50 |
| SM- Project | D056002204007 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0950 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$83,000.000 |
LS | 2.8 |
| 0960 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$42,000.000 |
LS | 1.4 |
Category Total $125,000.00 |
| SM- Project | D056002204007 | CATEGORY NUMBER | 0005 | CATEGORY Description | KY22 AND CHAMBERLAIN LANE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8001 | DGA BASE KY 22 - CHAMERLAIN LN | 00001 | 0.000 |
899.000 |
$13.000 |
TON | 0.0 |
| 8002 | DRAINAGE BLANKET-TYPE II-ASPH KY 22 - CHAMERLAIN LN | 00018 | 0.000 |
151.000 |
$26.000 |
TON | 0.0 |
| 8003 | LEVELING & WEDGING PG64-22 KY 22 - CHAMERLAIN LN | 00190 | 0.000 |
12.000 |
$36.000 |
TON | 0.0 |
| 8004 | CL3 ASPH BASE 1.00D PG64-22 KY 22 - CHAMERLAIN LN | 00214 | 0.000 |
443.000 |
$31.000 |
TON | 0.0 |
| 8005 | CL3 ASPH BASE 1.00D PG76-22 KY 22 - CHAMERLAIN LN | 00216 | 0.000 |
110.000 |
$34.000 |
TON | 0.0 |
| 8006 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 0.000 |
372.000 |
$39.000 |
TON | 0.0 |
| 8007 | STANDARD HEADER CURB | 01875 | 0.000 |
29.000 |
$13.000 |
LF | 0.0 |
| 8008 | ASPHALT WEDGE CURB | 01897 | 0.000 |
125.000 |
$12.000 |
LF | 0.0 |
| 8009 | EMBANKMENT IN PLACE | 02230 | 0.000 |
70.000 |
$12.000 |
CUYD | 0.0 |
| 8010 | STORM SEWER PIPE-15 INCH | 00521 | 0.000 |
136.000 |
$31.000 |
LF | 0.0 |
| 8011 | CURB BOX INLET TYPE A | 01456 | 0.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 8012 | STANDARD CURB AND GUTTER | 01810 | 0.000 |
136.000 |
$11.000 |
LF | 0.0 |
| 8013 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 0.000 |
3.000 |
$95.000 |
EACH | 0.0 |
| 8014 | SIGNS | 02562 | 0.000 |
40.000 |
$4.000 |
SQFT | 0.0 |
| 8015 | EDGE KEY | 02585 | 0.000 |
73.610 |
$8.000 |
LF | 0.0 |
| 8016 | SILT CHECK | 02705 | 0.000 |
1.000 |
$110.000 |
EACH | 0.0 |
| 8017 | CLEAN SILT CHECK | 02708 | 0.000 |
1.000 |
$25.000 |
EACH | 0.0 |
| 8018 | SIDEWALK-4 INCH CONCRETE | 02720 | 0.000 |
339.000 |
$27.000 |
SQYD | 0.0 |
| 8019 | SEEDING AND PROTECTION | 05985 | 0.000 |
1,000.000 |
$0.300 |
SQYD | 0.0 |
| 8020 | ROADWAY EXCAVATION | 02200 | 0.000 |
188.000 |
$18.000 |
CUYD | 0.0 |
| 8021 | GEOGRID REINFORCEMENT | 20263ED | 0.000 |
584.000 |
$3.800 |
SQYD | 0.0 |
| 8022 | CATCH BASIN MODIFY SSSC A022 KY 22 & CHAMBERLAIN LN | 20217MS710 | 0.000 |
1.000 |
$735.000 |
EACH | 0.0 |
| 8023 | STORM SEWER PIPE-12 INCH | 00520 | 0.000 |
166.000 |
$31.000 |
LF | 0.0 |
| 8024 | SLOPED BOX OUTLET TYPE 1-12 IN SLOPED & PARALLEL HEADWALL 12 IN | 01428 | 0.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 8025 | CLEARING AND GRUBBING KY 22 & CHAMBERLAIN LN | 02545 | 0.000 |
1.000 |
$1,885.000 |
LS | 0.0 |
| 8026 | STAKING KY 22 & CHAMBERLAIN LN | 02726 | 0.000 |
1.000 |
$4,200.000 |
LS | 0.0 |
| 8027 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1,275.601 |
$1.000 |
DOLL | 0.0 |
| 8028 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
313.441 |
$1.000 |
DOLL | 0.0 |
| 8029 | EW~ CLAIM SETTLEMENT | 10098NX | 0.000 |
143,986.930 |
$1.000 |
DOLL | 0.0 |
| 9001 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
40.000 |
$3.000 |
LF | 0.0 |
| 9002 | LOOP WIRE | 04830 | 0.000 |
785.000 |
$0.500 |
LF | 0.0 |
| 9003 | CABLE-NO. 14/5C | 04844 | 0.000 |
165.000 |
$1.200 |
LF | 0.0 |
| 9004 | CABLE-NO. 14/7C | 04845 | 0.000 |
90.000 |
$1.250 |
LF | 0.0 |
| 9005 | LOOP SAW SLOT AND FILL | 04895 | 0.000 |
250.000 |
$8.000 |
LF | 0.0 |
| 9006 | SIGNAL-3 SECTION 12 INCH | 04912 | 0.000 |
5.000 |
$450.000 |
EACH | 0.0 |
| 9007 | INSTALL CONTROLLER TYPE 170 | 04931 | 0.000 |
1.000 |
$1,900.000 |
EACH | 0.0 |
| 9008 | REMOVE SIGNAL EQUIPMENT | 04950 | 0.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 9009 | MAINTAIN & CONTROL TRAFFIC KY 22 & CHAMBERLAIN LN | 02650 | 0.000 |
1.000 |
$4,995.000 |
LS | 0.0 |
| 9010 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 0.000 |
3.000 |
$175.000 |
EACH | 0.0 |
| 9011 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 0.000 |
56.000 |
$8.000 |
LF | 0.0 |
| 9012 | CONDUIT-1 1/4 INCH | 04793 | 0.000 |
40.000 |
$8.000 |
LF | 0.0 |
| 9013 | DEMOBILIZATION KY 22 & CHAMBERLAIN LN | 02569 | 0.000 |
1.000 |
$23,857.000 |
LS | 0.0 |
| 9014 | SIGNAL-5 SECTION 12 INCH | 04914 | 0.000 |
1.000 |
$315.000 |
EACH | 0.0 |
Category Total $0.00 |