|
Item List 051137 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051137 | Primary Project Number | DE05900170537 |
| Contract Description | COVINGTON-INDEPENDENCE ROAD (KY 17) JL01 | ||
| Primary County | KENTON | Fed/St Number | FD04 059 0017 009-016 |
| Vendor ID | 02522 | Vendor Name | CENTRAL ROCK MINERAL COMPANY LLC |
| Bid Amount | $ 7,830,839.13 | ||
| SM- Project | DE05900170537 |
| Fed/State Number | FD04 059 0017 009-016 |
| Project Description | COVINGTON-INDEPENDENCE ROAD (KY 17) |
| *********** |
| SM- Project | DE05900170537 | 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 | 30,318.000 |
30,318.000 |
$14.900 |
TON | 5.8 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 4,000.000 |
4,000.000 |
$18.750 |
TON | 1.0 |
| 0030 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 8,489.000 |
8,489.000 |
$27.000 |
CUYD | 2.9 |
| 0040 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 18.000 |
18.000 |
$50.000 |
TON | 0.0 |
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | 20.000 |
20.000 |
$44.000 |
TON | 0.0 |
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 8,638.000 |
8,638.000 |
$35.750 |
TON | 3.9 |
| 0070 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 27,390.000 |
27,390.000 |
$31.500 |
TON | 11.0 |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 2.400 |
2.400 |
$375.000 |
TON | 0.0 |
| 0090 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | 2,210.000 |
2,210.000 |
$41.900 |
TON | 1.2 |
| 0100 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 4,514.000 |
4,514.000 |
$41.900 |
TON | 2.4 |
| 0110 | ENTRANCE PIPE-15 INCH | 00440 | 1,054.000 |
1,054.000 |
$35.250 |
LF | 0.5 |
| 0120 | CULVERT PIPE-15 INCH | 00461 | 200.000 |
200.000 |
$80.000 |
LF | 0.2 |
| 0130 | CULVERT PIPE-18 INCH | 00462 | 710.000 |
710.000 |
$46.500 |
LF | 0.4 |
| 0140 | CULVERT PIPE-24 INCH | 00464 | 547.370 |
547.370 |
$52.500 |
LF | 0.4 |
| 0150 | STORM SEWER PIPE-15 INCH | 00521 | 134.000 |
134.000 |
$34.000 |
LF | 0.1 |
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | 6,492.000 |
6,492.000 |
$43.000 |
LF | 3.6 |
| 0170 | STORM SEWER PIPE-24 INCH | 00524 | 1,746.000 |
1,746.000 |
$46.000 |
LF | 1.0 |
| 0180 | STORM SEWER PIPE-30 INCH | 00526 | 205.000 |
205.000 |
$54.000 |
LF | 0.1 |
| 0190 | PERFORATED PIPE-4 INCH | 01000 | 379.000 |
379.000 |
$8.350 |
LF | 0.0 |
| 0200 | PERFORATED PIPE-8 INCH | 01002 | 1,760.000 |
1,760.000 |
$6.450 |
LF | 0.1 |
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | 24.000 |
24.000 |
$20.000 |
LF | 0.0 |
| 0220 | NON-PERFORATED PIPE-6 INCH | 01011 | 9.000 |
9.000 |
$20.000 |
LF | 0.0 |
| 0230 | NON-PERFORATED PIPE-8 INCH | 01012 | 817.000 |
817.000 |
$15.400 |
LF | 0.2 |
| 0240 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0250 | PERF PIPE HEADWALL TY 2-8 INCH | 01026 | 3.000 |
3.000 |
$425.000 |
EACH | 0.0 |
| 0260 | PERF PIPE HEADWALL TY 3-8 INCH | 01030 | 8.000 |
8.000 |
$450.000 |
EACH | 0.0 |
| 0270 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 10.000 |
10.000 |
$1,200.000 |
EACH | 0.2 |
| 0280 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 4.000 |
4.000 |
$1,750.000 |
EACH | 0.1 |
| 0290 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 4.000 |
4.000 |
$2,100.000 |
EACH | 0.1 |
| 0300 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0310 | CURB BOX INLET TYPE A | 01456 | 64.000 |
64.000 |
$2,900.000 |
EACH | 2.4 |
| 0320 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,950.000 |
EACH | 0.0 |
| 0330 | DROP BOX INLET TYPE 3 | 01496 | 20.000 |
20.000 |
$2,950.000 |
EACH | 0.8 |
| 0340 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 0350 | MANHOLE TYPE C | 01767 | 6.000 |
6.000 |
$3,350.000 |
EACH | 0.3 |
| 0360 | STANDARD CURB AND GUTTER | 01810 | 13,973.240 |
13,973.240 |
$17.200 |
LF | 3.1 |
| 0370 | JPC PAVEMENT-6 INCH | 02075 | 898.000 |
898.000 |
$66.000 |
SQYD | 0.8 |
| 0380 | JPC PAVEMENT-8 INCH | 02084 | 303.000 |
303.000 |
$58.000 |
SQYD | 0.2 |
| 0390 | REMOVE PAVEMENT | 02091 | 2,245.000 |
2,245.000 |
$5.520 |
SQYD | 0.2 |
| 0400 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 551.500 |
551.500 |
$56.000 |
SQYD | 0.4 |
| 0410 | PAVED DITCH TYPE 1 | 02157 | 296.000 |
296.000 |
$70.000 |
SQYD | 0.3 |
| 0420 | TEMPORARY DITCH | 02159 | 6,900.000 |
6,900.000 |
$3.300 |
LF | 0.3 |
| 0430 | GRANULAR EMBANKMENT | 02223 | 4,741.000 |
24,519.000 |
$27.000 |
CUYD | 1.6 |
| 0440 | EMBANKMENT IN PLACE | 02230 | 263,730.000 |
243,952.000 |
$7.750 |
CUYD | 26.1 |
| 0450 | WATER | 02242 | 1,300.000 |
1,300.000 |
$1.000 |
MGAL | 0.0 |
| 0460 | FENCE-WOVEN WIRE | 02261 | 583.000 |
583.000 |
$4.680 |
LF | 0.0 |
| 0470 | PEDESTRIAN WOVEN WIRE GATE | 02282 | 1.000 |
1.000 |
$680.000 |
EACH | 0.0 |
| 0480 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 725.000 |
725.000 |
$14.950 |
LF | 0.1 |
| 0490 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$41.250 |
EACH | 0.0 |
| 0500 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
4.000 |
$2,745.000 |
EACH | 0.1 |
| 0510 | TEMPORARY GUARDRAIL | 02397 | 750.000 |
750.000 |
$7.250 |
LF | 0.1 |
| 0520 | R/W MARKER RURAL TYPE 1 | 02434 | 110.000 |
0.000 |
$80.300 |
EACH | 0.1 |
| 0530 | CHANNEL LINING CLASS II | 02483 | 3,781.000 |
3,781.000 |
$20.600 |
TON | 1.0 |
| 0540 | CHANNEL LINING CLASS III | 02484 | 1,223.000 |
1,223.000 |
$24.300 |
TON | 0.4 |
| 0550 | CLEARING AND GRUBBING 62 ACRES | 02545 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.6 |
| 0560 | SIGNS | 02562 | 1,352.000 |
1,352.000 |
$9.000 |
SQFT | 0.2 |
| 0570 | EDGE KEY | 02585 | 200.930 |
200.930 |
$27.000 |
LF | 0.1 |
| 0580 | FABRIC-GEOTEXTILE TYPE III | 02598 | 6,988.000 |
6,988.000 |
$1.200 |
SQYD | 0.1 |
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 171,990.000 |
171,990.000 |
$1.100 |
SQYD | 2.4 |
| 0600 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$39,380.000 |
LS | 0.5 |
| 0610 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$69,170.000 |
LS | 0.9 |
| 0620 | LANE CLOSURE | 02653 | 13.000 |
13.000 |
$1,500.000 |
EACH | 0.2 |
| 0630 | SILT TRAP TYPE A | 02703 | 15.000 |
15.000 |
$375.000 |
EACH | 0.1 |
| 0640 | SILT TRAP TYPE B | 02704 | 52.000 |
52.000 |
$550.000 |
EACH | 0.4 |
| 0650 | CLEAN SILT TRAP TYPE A | 02706 | 45.000 |
45.000 |
$100.000 |
EACH | 0.1 |
| 0660 | CLEAN SILT TRAP TYPE B | 02707 | 156.000 |
156.000 |
$175.000 |
EACH | 0.3 |
| 0670 | SIDEWALK-4 INCH CONCRETE | 02720 | 7,616.100 |
7,616.100 |
$25.000 |
SQYD | 2.4 |
| 0680 | STAKING | 02726 | 1.000 |
1.000 |
$75,000.000 |
LS | 1.0 |
| 0690 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0700 | EROSION CONTROL BLANKET | 05950 | 4,305.000 |
4,305.000 |
$1.200 |
SQYD | 0.1 |
| 0710 | TEMPORARY MULCH | 05952 | 300,080.000 |
300,080.000 |
$0.110 |
SQYD | 0.4 |
| 0720 | TEMP SEEDING AND PROTECTION | 05953 | 10,000.000 |
10,000.000 |
$0.210 |
SQYD | 0.0 |
| 0730 | TOPDRESSING FERTILIZER | 05966 | 5.400 |
5.400 |
$480.000 |
TON | 0.0 |
| 0740 | SEEDING AND PROTECTION | 05985 | 300,080.000 |
300,080.000 |
$0.270 |
SQYD | 1.0 |
| 0750 | SPECIAL SEEDING CROWN VETCH | 05989 | 2,367.000 |
2,367.000 |
$0.180 |
SQYD | 0.0 |
| 0760 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 35,670.000 |
35,670.000 |
$0.150 |
LF | 0.1 |
| 0770 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 39,417.000 |
39,417.000 |
$0.160 |
LF | 0.1 |
| 0780 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 21,740.000 |
21,740.000 |
$1.270 |
LF | 0.4 |
| 0790 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 21,740.000 |
21,740.000 |
$1.270 |
LF | 0.4 |
| 0800 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | 1,772.000 |
1,772.000 |
$2.750 |
LF | 0.1 |
| 0810 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 223.000 |
223.000 |
$5.750 |
LF | 0.0 |
| 0820 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 32.000 |
32.000 |
$85.000 |
EACH | 0.0 |
| 0830 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 8.000 |
8.000 |
$6.250 |
EACH | 0.0 |
| 0840 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 1,667.000 |
1,667.000 |
$6.250 |
EACH | 0.1 |
| 0850 | PAVEMENT MARKER TYPE V-MW | 06589 | 143.000 |
143.000 |
$24.500 |
EACH | 0.0 |
| 0860 | PAVEMENT MARKER TYPE V-BY | 06591 | 351.000 |
351.000 |
$24.500 |
EACH | 0.1 |
| 0870 | CONCRETE-CLASS A | 08100 | 19.770 |
19.770 |
$650.000 |
CUYD | 0.2 |
| 0880 | STEEL REINFORCEMENT | 08150 | 260.000 |
260.000 |
$2.000 |
LB | 0.0 |
| 0890 | SILT TRAP TYPE C | 20496NS843 | 20.000 |
20.000 |
$400.000 |
EACH | 0.1 |
| 0900 | CLEAN SILT TRAP TYPE C | 20497NS843 | 60.000 |
60.000 |
$100.000 |
EACH | 0.1 |
| 0910 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 0920 | DITCH EXCAVATION | 20597EC | 61.800 |
61.800 |
$10.000 |
CUYD | 0.0 |
| 0930 | PAVE MARKING THERMO-BIKE | 20782NS714 | 28.000 |
28.000 |
$235.000 |
EACH | 0.1 |
| 0940 | CUT-OFF TRENCH EXCAVATION | 20913ED | 420.000 |
420.000 |
$5.660 |
CUYD | 0.0 |
| 0950 | ROLLED CURB AND GUTTER | 20914ED | 1,102.690 |
1,102.690 |
$26.500 |
LF | 0.4 |
| 8000 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 0.000 |
110.000 |
$78.830 |
EACH | 0.0 |
| 8001 | SODDING | 05990 | 0.000 |
23,000.000 |
$3.820 |
SQYD | 0.0 |
| 8002 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
2.000 |
$1,101.100 |
EACH | 0.0 |
| 8003 | FUEL ADJUSTMENT | 10020NS | 0.000 |
22,663.480 |
$1.000 |
DOLL | 0.0 |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
198,050.030 |
$1.000 |
DOLL | 0.0 |
| 8005 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $6,773,585.46 |
| SM- Project | DE05900170537 | CATEGORY NUMBER | 0002 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0960 | DUCTILE IRON PIPE-8 INCH | 01095 | 193.000 |
193.000 |
$65.000 |
LF | 0.2 |
| 0970 | FILL AND CAP MANHOLE | 01786 | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 0980 | RECONSTRUCT MANHOLE | 01789 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 0990 | SANITARY SEWER MANHOLE | 01799 | 7.000 |
7.000 |
$3,200.000 |
EACH | 0.3 |
| 1000 | SAFELOADING | 02690 | 3.000 |
3.000 |
$150.000 |
CUYD | 0.0 |
| 1010 | PVC PIPE-4 INCH | 03383 | 60.000 |
60.000 |
$30.000 |
LF | 0.0 |
| 1020 | PVC PIPE-8 INCH | 03387 | 772.000 |
772.000 |
$48.000 |
LF | 0.5 |
| 1030 | PLUG 8" PVC LINE W/CONC | 20801ND | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 1040 | SILT FENCE FOR SEWER CONSTRUCTION | 20803ED | 700.000 |
700.000 |
$5.000 |
LF | 0.0 |
Category Total $78,851.00 |
| SM- Project | DE05900170537 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1050 | DUCTILE IRON PIPE-6 INCH | 01093 | 90.000 |
90.000 |
$55.000 |
LF | 0.1 |
| 1060 | DUCTILE IRON PIPE-8 INCH | 01095 | 1,525.000 |
1,525.000 |
$48.000 |
LF | 0.9 |
| 1070 | DUCTILE IRON PIPE-16 INCH | 01103 | 120.000 |
120.000 |
$95.000 |
LF | 0.1 |
| 1080 | COPPER PIPE-3/4 INCH | 03360 | 822.000 |
822.000 |
$23.000 |
LF | 0.2 |
| 1090 | ADJUST WATER VALVE | 03425 | 21.000 |
21.000 |
$75.000 |
EACH | 0.0 |
| 1100 | ADJUST FIRE HYDRANT | 03426 | 4.000 |
4.000 |
$900.000 |
EACH | 0.0 |
| 1110 | ADJUST WATER METER | 03427 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 1120 | RELOCATE WATER METER | 03431 | 12.000 |
12.000 |
$300.000 |
EACH | 0.0 |
| 1130 | RELOCATE FIRE HYDRANT | 03433 | 3.000 |
3.000 |
$1,250.000 |
EACH | 0.0 |
| 1140 | RECONNECT SERVICE | 03437 | 13.000 |
13.000 |
$100.000 |
EACH | 0.0 |
| 1150 | RECONNECT TO MAIN | 03438 | 11.000 |
11.000 |
$100.000 |
EACH | 0.0 |
| 1160 | AIR RELEASE VALVE | 03495 | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 1170 | GATE VALVE-6 INCH | 03526 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 1180 | GATE VALVE-8 INCH | 03528 | 6.000 |
6.000 |
$1,000.000 |
EACH | 0.1 |
| 1190 | CONNECT TO 8" | 07648 | 5.000 |
5.000 |
$2,100.000 |
EACH | 0.1 |
| 1200 | FIRE HYDRANT ASSEMBLY | 20156EC | 3.000 |
3.000 |
$4,000.000 |
EACH | 0.2 |
| 1210 | BEND AND BLOCK-8" | 20555NC | 10.000 |
10.000 |
$300.000 |
EACH | 0.0 |
| 1220 | PLUG AND BLOCK-8" | 20556NC | 1.000 |
1.000 |
$275.000 |
EACH | 0.0 |
| 1230 | CONNECT TO 6" | 20559NC | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 1240 | ANCHOR TEE AND BLOCK 8IN X 8IN X 6 IN | 20784ND | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 1250 | BEND AND BLOCK-16" | 20789ND | 6.000 |
6.000 |
$850.000 |
EACH | 0.1 |
| 1260 | CONNECT TO 16" | 20791ND | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 1270 | REDUCER 8"X6" | 20794ND | 5.000 |
5.000 |
$250.000 |
EACH | 0.0 |
| 1280 | METER PIT BOX | 20829ND | 1.000 |
1.000 |
$8,100.000 |
EACH | 0.1 |
| 1290 | RELOCATE INTERNAL METER PIT PIPING | 20830ND | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 1300 | REMOVE VALVE BOX | 20831ND | 2.000 |
2.000 |
$50.000 |
EACH | 0.0 |
Category Total $188,206.00 |
| SM- Project | DE05900170537 | CATEGORY NUMBER | 0004 | CATEGORY Description | GAS MAIN |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1310 | TIE-IN 2 INCH | 03463 | 6.000 |
6.000 |
$2,100.000 |
EACH | 0.2 |
| 1320 | TIE-IN 4 INCH | 03464 | 10.000 |
10.000 |
$2,500.000 |
EACH | 0.3 |
| 1330 | TIE-IN 6 INCH | 03466 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.1 |
| 1340 | GAS MAIN 4" PL INSTALL | 20713ED | 1,777.000 |
1,777.000 |
$19.120 |
LF | 0.4 |
| 1350 | GAS MAIN 4" SWPC INSTALL | 20714ED | 649.000 |
649.000 |
$23.420 |
LF | 0.2 |
| 1360 | GAS MAIN 6" SWPC INSTALL | 20715ED | 1,562.000 |
1,562.000 |
$27.070 |
LF | 0.5 |
| 1370 | SERVICE PIPING LONG-SIDE M-C INST 1 IN | 20730ND | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 1380 | SERVICE PIPING SHORT-SIDE M-C INST 1 IN | 20731ND | 2.000 |
2.000 |
$270.000 |
EACH | 0.0 |
| 1390 | GAS MAIN 2" PL INSTALL | 20805ED | 43.000 |
43.000 |
$19.120 |
LF | 0.0 |
| 1400 | GAS MAIN 2" SWPC INSTALL | 20806ED | 687.000 |
687.000 |
$23.420 |
LF | 0.2 |
| 1410 | HYDROSTATIC TEST | 20809ND | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.1 |
| 1420 | EXCAVATE TRENCH AND LOWER STEEL GAS MAIN | 20810ED | 710.000 |
710.000 |
$14.340 |
LF | 0.1 |
| 1610 | GAS UTILITY COORDINATION | 20818ND | 1.000 |
1.000 |
$115,000.000 |
LS | 1.5 |
Category Total $292,192.26 |
| SM- Project | DE05900170537 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1430 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$340,580.000 |
LS | 4.3 |
| 1440 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$111,000.000 |
LS | 1.4 |
Category Total $451,580.00 |
| SM- Project | DE05900170537 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1450 | CONDUIT-1 1/4 INCH | 04793 | 959.000 |
959.000 |
$6.000 |
LF | 0.1 |
| 1460 | CONDUIT-2 INCH | 04795 | 40.000 |
40.000 |
$9.000 |
LF | 0.0 |
| 1470 | JUNCTION BOX TYPE B | 04811 | 8.000 |
8.000 |
$200.000 |
EACH | 0.0 |
| 1480 | TRENCHING AND BACKFILLING | 04820 | 949.000 |
949.000 |
$3.500 |
LF | 0.0 |
| 1490 | LOOP WIRE | 04830 | 3,213.000 |
3,213.000 |
$0.200 |
LF | 0.0 |
| 1500 | CABLE-NO. 14/5C | 04844 | 1,488.000 |
1,488.000 |
$1.100 |
LF | 0.0 |
| 1510 | CABLE-NO. 14/7C | 04845 | 780.000 |
780.000 |
$1.100 |
LF | 0.0 |
| 1520 | CABLE-NO. 14/1 PAIR | 04850 | 5,096.000 |
5,096.000 |
$1.000 |
LF | 0.1 |
| 1530 | MESSENGER-10800 LB | 04885 | 523.000 |
523.000 |
$3.500 |
LF | 0.0 |
| 1540 | LOOP SAW SLOT AND FILL | 04895 | 1,262.000 |
1,262.000 |
$7.500 |
LF | 0.1 |
| 1550 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$250.000 |
EACH | 0.0 |
| 1560 | INSTALL CONTROLLER TYPE 170 | 04931 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 1570 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.1 |
| 1580 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 1590 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | 8.000 |
8.000 |
$210.000 |
EACH | 0.0 |
| 1600 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | 8.000 |
8.000 |
$210.000 |
EACH | 0.0 |
Category Total $46,424.40 |