|
Item List 051204 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051204 | Primary Project Number | DE10300320504 |
| Contract Description | MOREHEAD-FLEMINGSBURG ROAD (KY 32) | ||
| Primary County | ROWAN | Fed/St Number | FD04 103 0032 004-006 |
| Vendor ID | 02620 | Vendor Name | HILL & HILL COMPANY LLC |
| Bid Amount | $ 7,410,446.03 | ||
| SM- Project | DE10300320504 |
| Fed/State Number | FD04 103 0032 004-006 |
| Project Description | MOREHEAD-FLEMINGSBURG ROAD (KY 32) |
| *********** |
| SM- Project | DE10300320504 | 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 | 33,600.000 |
33,600.000 |
$17.850 |
TON | 8.1 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 2,040.000 |
2,757.770 |
$13.000 |
TON | 0.4 |
| 0030 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 2,711.000 |
2,711.000 |
$19.000 |
CUYD | 0.7 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 152.000 |
152.000 |
$70.000 |
TON | 0.1 |
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | 270.000 |
2,841.400 |
$55.000 |
TON | 0.2 |
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 18,318.000 |
18,318.000 |
$47.500 |
TON | 11.7 |
| 0070 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 6,702.000 |
6,702.000 |
$49.000 |
TON | 4.4 |
| 0080 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 1,533.000 |
1,533.000 |
$49.000 |
TON | 1.0 |
| 0090 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | 5,721.000 |
5,721.000 |
$53.000 |
TON | 4.1 |
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | 18.000 |
18.000 |
$360.000 |
TON | 0.1 |
| 0110 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 1,793.000 |
1,793.000 |
$56.000 |
TON | 1.4 |
| 0120 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 1,148.000 |
1,148.000 |
$49.000 |
TON | 0.8 |
| 0130 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 4,940.000 |
4,940.000 |
$57.000 |
TON | 3.8 |
| 0140 | ENTRANCE PIPE-15 INCH | 00440 | 753.000 |
753.000 |
$22.000 |
LF | 0.2 |
| 0150 | ENTRANCE PIPE-18 INCH | 00441 | 233.000 |
233.000 |
$25.000 |
LF | 0.1 |
| 0160 | ENTRANCE PIPE-24 INCH | 00443 | 40.000 |
40.000 |
$35.000 |
LF | 0.0 |
| 0170 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | 54.000 |
54.000 |
$30.000 |
LF | 0.0 |
| 0180 | CULVERT PIPE-15 INCH | 00461 | 18.000 |
18.000 |
$62.000 |
LF | 0.0 |
| 0190 | CULVERT PIPE-18 INCH | 00462 | 363.000 |
363.000 |
$36.000 |
LF | 0.2 |
| 0200 | CULVERT PIPE-24 INCH | 00464 | 647.000 |
647.000 |
$55.000 |
LF | 0.5 |
| 0210 | CULVERT PIPE-36 INCH | 00468 | 429.000 |
429.000 |
$71.000 |
LF | 0.4 |
| 0220 | STORM SEWER PIPE-15 INCH | 00521 | 45.000 |
45.000 |
$43.000 |
LF | 0.0 |
| 0230 | STORM SEWER PIPE-18 INCH | 00522 | 72.000 |
72.000 |
$39.000 |
LF | 0.0 |
| 0240 | STORM SEWER PIPE-30 INCH | 00526 | 252.000 |
252.000 |
$55.000 |
LF | 0.2 |
| 0250 | STORM SEWER PIPE-42 INCH | 00529 | 657.000 |
657.000 |
$70.000 |
LF | 0.6 |
| 0260 | PERFORATED PIPE-4 INCH | 01000 | 1,427.000 |
1,427.000 |
$6.000 |
LF | 0.1 |
| 0270 | NON-PERFORATED PIPE-4 INCH | 01010 | 386.000 |
386.000 |
$6.000 |
LF | 0.0 |
| 0280 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 5.000 |
5.000 |
$350.000 |
EACH | 0.0 |
| 0290 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0300 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 0310 | METAL END SECTION TY 3-42 INCH | 01396 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0320 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0330 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0340 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 4.000 |
2.000 |
$3,400.000 |
EACH | 0.2 |
| 0350 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.1 |
| 0360 | DROP BOX INLET TYPE 1 | 01490 | 7.000 |
7.000 |
$3,200.000 |
EACH | 0.3 |
| 0370 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.1 |
| 0380 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0390 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.1 |
| 0400 | FLUME INLET TYPE 2 | 01691 | 2.000 |
3.000 |
$3,500.000 |
EACH | 0.1 |
| 0410 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0420 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.1 |
| 0430 | ISLAND INTEGRAL CURB | 01845 | 34.000 |
34.000 |
$49.000 |
LF | 0.0 |
| 0440 | ISLAND HEADER CURB TYPE 1 | 01890 | 100.000 |
100.000 |
$30.000 |
LF | 0.0 |
| 0450 | ASPHALT WEDGE CURB | 01897 | 295.000 |
295.000 |
$19.750 |
LF | 0.1 |
| 0460 | BARRICADE-TYPE III | 02014 | 15.000 |
15.000 |
$200.000 |
EACH | 0.0 |
| 0470 | JPC PAVEMENT-8 INCH | 02084 | 42.000 |
42.000 |
$70.000 |
SQYD | 0.0 |
| 0480 | REMOVE PAVEMENT | 02091 | 3,082.000 |
3,082.000 |
$3.000 |
SQYD | 0.1 |
| 0490 | ROADWAY EXCAVATION | 02200 | 471,054.000 |
473,565.000 |
$2.900 |
CUYD | 18.4 |
| 0500 | GRANULAR EMBANKMENT | 02223 | 1,146.000 |
1,146.000 |
$4.000 |
CUYD | 0.1 |
| 0510 | WATER | 02242 | 500.000 |
500.000 |
$1.000 |
MGAL | 0.0 |
| 0520 | FENCE-WOVEN WIRE | 02261 | 758.000 |
758.000 |
$3.900 |
LF | 0.0 |
| 0530 | REMOVE FENCE | 02265 | 301.000 |
301.000 |
$1.480 |
LF | 0.0 |
| 0540 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 7,862.500 |
7,862.500 |
$15.080 |
LF | 1.6 |
| 0550 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 33.000 |
33.000 |
$39.950 |
EACH | 0.0 |
| 0560 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$1,912.500 |
EACH | 0.1 |
| 0570 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$544.000 |
EACH | 0.0 |
| 0580 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$801.500 |
EACH | 0.0 |
| 0590 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$464.000 |
EACH | 0.0 |
| 0600 | REMOVE GUARDRAIL | 02381 | 4,187.500 |
4,187.500 |
$1.110 |
LF | 0.1 |
| 0610 | REMOVE & RESET GUARDRAIL | 02383 | 912.500 |
912.500 |
$2.910 |
LF | 0.0 |
| 0620 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$261.650 |
EACH | 0.0 |
| 0630 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 5.000 |
5.000 |
$1,700.000 |
EACH | 0.1 |
| 0640 | TEMPORARY GUARDRAIL | 02397 | 2,850.000 |
2,850.000 |
$4.710 |
LF | 0.2 |
| 0650 | SEPTIC TANK TREATMENT | 02404 | 5.000 |
5.000 |
$300.000 |
EACH | 0.0 |
| 0660 | R/W MARKER RURAL TYPE 1 | 02434 | 95.000 |
95.000 |
$70.350 |
EACH | 0.1 |
| 0670 | PLUG WATER WELL | 02475 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0680 | CHANNEL LINING CLASS II | 02483 | 2,132.000 |
2,054.000 |
$17.000 |
TON | 0.5 |
| 0690 | CHANNEL LINING CLASS III | 02484 | 2,128.000 |
443.000 |
$18.000 |
TON | 0.5 |
| 0700 | CLEARING AND GRUBBING 42.9 ACRES | 02545 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.5 |
| 0710 | SIGNS | 02562 | 1,928.000 |
1,928.000 |
$8.000 |
SQFT | 0.2 |
| 0720 | EDGE KEY | 02585 | 249.000 |
249.000 |
$28.000 |
LF | 0.1 |
| 0730 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 27,916.000 |
27,916.000 |
$2.250 |
SQYD | 0.8 |
| 0740 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$75,000.000 |
LS | 1.0 |
| 0750 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.1 |
| 0760 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.2 |
| 0770 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
| 0780 | DIVERSIONS (BY-PASS DETOURS) NO. 4 | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0790 | DIVERSIONS (BY-PASS DETOURS) NO. 5 | 02651 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.2 |
| 0800 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0810 | ASPH PAVE MILLING & TEXTURING | 02677 | 1,270.000 |
1,270.000 |
$22.000 |
TON | 0.4 |
| 0820 | SETTLEMENT PLATFORM | 02692 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0830 | TEMPORARY SILT FENCE | 02701 | 5,386.000 |
5,386.000 |
$5.000 |
LF | 0.4 |
| 0840 | SILT TRAP TYPE A | 02703 | 38.000 |
38.000 |
$50.000 |
EACH | 0.0 |
| 0850 | SILT CHECK TYPE II | 02705 | 47.000 |
47.000 |
$75.000 |
EACH | 0.0 |
| 0860 | CLEAN SILT TRAP TYPE A | 02706 | 114.000 |
114.000 |
$25.000 |
EACH | 0.0 |
| 0870 | CLEAN SILT CHECK | 02708 | 171.000 |
171.000 |
$30.000 |
EACH | 0.1 |
| 0880 | CLEAN TEMPORARY SILT FENCE | 02709 | 16,158.000 |
16,158.000 |
$1.000 |
LF | 0.2 |
| 0890 | STAKING | 02726 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.6 |
| 0900 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$70,000.000 |
LS | 0.9 |
| 0910 | FLASHING ARROW | 02775 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0920 | EROSION CONTROL BLANKET | 05950 | 8,208.000 |
8,208.000 |
$1.110 |
SQYD | 0.1 |
| 0930 | TEMP SEEDING AND PROTECTION | 05953 | 13,270.000 |
21,972.220 |
$0.170 |
SQYD | 0.0 |
| 0940 | TOPDRESSING FERTILIZER | 05966 | 7.600 |
7.600 |
$316.000 |
TON | 0.0 |
| 0950 | SEEDING AND PROTECTION | 05985 | 132,700.000 |
132,700.000 |
$0.220 |
SQYD | 0.4 |
| 0960 | SPECIAL SEEDING CROWN VETCH | 05989 | 26,950.000 |
48,818.440 |
$0.130 |
SQYD | 0.0 |
| 0970 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 63,385.000 |
97,454.000 |
$0.250 |
LF | 0.2 |
| 0980 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 43,520.000 |
43,520.000 |
$0.250 |
LF | 0.1 |
| 0990 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 19,970.000 |
19,970.000 |
$0.850 |
LF | 0.2 |
| 1000 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,212.000 |
1,212.000 |
$2.150 |
LF | 0.0 |
| 1010 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,212.000 |
1,212.000 |
$2.150 |
LF | 0.0 |
| 1020 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 488.000 |
488.000 |
$9.000 |
EACH | 0.1 |
| 1030 | PAVEMENT MARKER TYPE V-MW | 06589 | 250.000 |
250.000 |
$31.000 |
EACH | 0.1 |
| 1040 | PAVEMENT MARKER TYPE V-BY | 06591 | 288.000 |
288.000 |
$31.000 |
EACH | 0.1 |
| 1050 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 290.000 |
290.000 |
$5.500 |
EACH | 0.0 |
| 1060 | CONCRETE-CLASS A | 08100 | 29.700 |
29.700 |
$800.000 |
CUYD | 0.3 |
| 1070 | STEEL REINFORCEMENT | 08150 | 989.000 |
989.000 |
$2.000 |
LB | 0.0 |
| 1080 | SILT CHECK (MOD) TYPE II | 20073ES213 | 10.000 |
10.000 |
$150.000 |
EACH | 0.0 |
| 8002 | EW~ Temp. Relocate Traffic poles | 10090NX | 0.000 |
1.000 |
$4,894.000 |
LS | 0.0 |
| 8005 | FLUME INLET TYPE 1 | 01690 | 0.000 |
1.000 |
$5,500.000 |
EACH | 0.0 |
| 8006 | STANDARD HEADER CURB | 01875 | 0.000 |
20.000 |
$50.000 |
LF | 0.0 |
| 8008 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 0.000 |
3.000 |
$4,669.770 |
EACH | 0.0 |
| 8009 | CHANNEL LINING CLASS IV SHOT ROCK FROM PROJECT | 02488 | 0.000 |
1,500.000 |
$7.500 |
CUYD | 0.0 |
| 8010 | EW~ Maintainance of Entrance | 10090NX | 0.000 |
1.000 |
$585.800 |
LS | 0.0 |
| 8011 | FUEL ADJUSTMENT | 10020NS | 0.000 |
146,980.500 |
$1.000 |
DOLL | 0.0 |
| 8012 | EW~ Reimbursement for rental of Long Boom Trackhoe | 10090NX | 0.000 |
1.000 |
$2,808.000 |
LS | 0.0 |
| 8013 | EW~ RELOCATE STEEL STRAIN POLE | 10090NX | 0.000 |
1.000 |
$17,393.700 |
LS | 0.0 |
| 8014 | EW~ CONSTRUCT ENTRANCE | 10090NX | 0.000 |
1.000 |
$14,156.000 |
LS | 0.0 |
| 8015 | EW~ SETTLEMENT FOR DELAYS | 10090NX | 0.000 |
1.000 |
$19,384.400 |
LS | 0.0 |
| 8016 | ADJUST MANHOLE ADJUST MANHOLE | 01792 | 0.000 |
3.000 |
$2,196.580 |
EACH | 0.0 |
| 8018 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
196,722.480 |
$1.000 |
DOLL | 0.0 |
| 8019 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
27,000.000 |
$1.000 |
DOLL | 0.0 |
| 8020 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | 0.000 |
12.000 |
$55.000 |
EACH | 0.0 |
| 8021 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 0.000 |
834.000 |
$4.250 |
LF | 0.0 |
Category Total $5,234,498.66 |
| SM- Project | DE10300320504 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1090 | GRANULAR EMBANKMENT | 02223 | 802.000 |
1,685.410 |
$23.000 |
CUYD | 0.2 |
| 1100 | STRUCTURE GRANULAR BACKFILL | 02231 | 275.000 |
616.760 |
$30.000 |
CUYD | 0.1 |
| 1110 | REMOVE CONCRETE MASONRY | 02403 | 13.300 |
13.300 |
$150.000 |
CUYD | 0.0 |
| 1120 | MASONRY COATING | 02998 | 722.000 |
722.000 |
$7.000 |
SQYD | 0.1 |
| 1130 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 457.000 |
457.000 |
$30.000 |
CUYD | 0.2 |
| 1140 | FOUNDATION PREPARATION BRIDGE | 08003 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.2 |
| 1150 | FOUNDATION PREPARATION WALL | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
| 1160 | FOUNDATION PREPARATION CULVERT | 08003 | 1.000 |
1.000 |
$1,250.000 |
LS | 0.0 |
| 1170 | CYCLOPEAN STONE RIP RAP | 08019 | 970.000 |
970.000 |
$18.000 |
TON | 0.2 |
| 1180 | TEST PILES | 08033 | 72.000 |
72.000 |
$32.000 |
LF | 0.0 |
| 1190 | PILES-STEEL HP12X53 | 08046 | 589.000 |
589.000 |
$32.000 |
LF | 0.3 |
| 1200 | PILE POINTS-12 INCH | 08094 | 26.000 |
26.000 |
$108.000 |
EACH | 0.0 |
| 1210 | CONCRETE-CLASS A | 08100 | 621.100 |
621.100 |
$400.000 |
CUYD | 3.4 |
| 1220 | CONCRETE-CLASS AAA | 08105 | 942.800 |
942.800 |
$400.000 |
CUYD | 5.1 |
| 1230 | STEEL REINFORCEMENT | 08150 | 83,203.000 |
83,203.000 |
$0.750 |
LB | 0.8 |
| 1240 | STEEL REINF-EPOXY COATED | 08151 | 264,363.000 |
264,363.000 |
$0.880 |
LB | 3.1 |
| 1250 | STRUCTURAL STEEL 4755 LBS | 08160 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.1 |
| 1260 | PRECAST PC I BEAM TYPE 7 | 08637 | 2,399.000 |
2,399.000 |
$235.000 |
LF | 7.6 |
| 8003 | EW~ Extra Excavation | 10091EX | 0.000 |
0.000 |
$5.000 |
CUYD | 0.0 |
| 8004 | SPECIAL EXCAVATION EXTRA EXCAVATION | 02204 | 0.000 |
1,000.000 |
$5.000 |
CUYD | 0.0 |
| 8007 | EW~ EXTENSION CAP ON RETAINING WALL | 10090NX | 0.000 |
1.000 |
$5,509.000 |
LS | 0.0 |
Category Total $1,621,491.69 |
| SM- Project | DE10300320504 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNALS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1270 | CONDUIT-1 1/4 INCH | 04793 | 1,125.000 |
2,740.000 |
$7.000 |
LF | 0.1 |
| 1280 | CONDUIT-2 INCH | 04795 | 40.000 |
160.000 |
$9.000 |
LF | 0.0 |
| 1290 | JUNCTION BOX TYPE B | 04811 | 16.000 |
16.000 |
$500.000 |
EACH | 0.1 |
| 1300 | TRENCHING AND BACKFILLING | 04820 | 1,125.000 |
2,576.000 |
$3.000 |
LF | 0.0 |
| 1310 | LOOP WIRE | 04830 | 5,272.000 |
9,725.000 |
$0.550 |
LF | 0.0 |
| 1320 | CABLE-NO. 14/5C | 04844 | 991.000 |
5,230.000 |
$1.350 |
LF | 0.0 |
| 1330 | CABLE-NO. 14/7C | 04845 | 855.000 |
1,690.000 |
$1.350 |
LF | 0.0 |
| 1340 | CABLE-NO. 14/1 PAIR | 04850 | 7,469.000 |
7,469.000 |
$1.350 |
LF | 0.1 |
| 1350 | SIGNAL PEDESTAL | 04882 | 4.000 |
4.000 |
$750.000 |
EACH | 0.0 |
| 1360 | MESSENGER-10800 LB | 04885 | 1,277.000 |
1,605.000 |
$3.500 |
LF | 0.1 |
| 1370 | LOOP SAW SLOT AND FILL | 04895 | 2,762.000 |
3,466.000 |
$10.000 |
LF | 0.4 |
| 1380 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$155.000 |
EACH | 0.0 |
| 1390 | INSTALL CONTROLLER TYPE 170 | 04931 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.1 |
| 1400 | INSTALL STEEL STRAIN POLE | 04932 | 12.000 |
12.000 |
$3,000.000 |
EACH | 0.5 |
| 1410 | REMOVE SIGNAL EQUIPMENT | 04950 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 1420 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | 8.000 |
8.000 |
$250.000 |
EACH | 0.0 |
| 1430 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | 20.000 |
20.000 |
$250.000 |
EACH | 0.1 |
| 1440 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | 4.000 |
4.000 |
$250.000 |
EACH | 0.0 |
| 8000 | TEMP SIGNAL MULTI PHASE Temp. Traffic Signal Installation | 04934 | 0.000 |
1.000 |
$25,728.400 |
EACH | 0.0 |
| 8017 | CABLE-NO. 14/2 PAIR | 04851 | 0.000 |
2,200.000 |
$2.180 |
LF | 0.0 |
Category Total $126,414.35 |
| SM- Project | DE10300320504 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1450 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$323,305.260 |
LS | 4.4 |
| 1460 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$104,736.070 |
LS | 1.4 |
Category Total $428,041.33 |