|
Item List 051010 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051010 | Primary Project Number | DE08704600510 |
| Contract Description | MT.STERLING-PARIS ROAD (US 460) | ||
| Primary County | MONTGOMERY | Fed/St Number | FD04 087 0460 007-009 |
| Vendor ID | 00111 | Vendor Name | JUDY CONSTRUCTION COMPANY |
| Bid Amount | $ 8,073,718.69 | ||
| SM- Project | DE08704600510 |
| Fed/State Number | FD04 087 0460 007-009 |
| Project Description | MT.STERLING-PARIS ROAD (US 460) |
| *********** |
| SM- Project | DE08704600510 | 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 | 39,505.000 |
40,705.000 |
$19.850 |
TON | 9.7 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 7,480.000 |
7,480.000 |
$40.400 |
TON | 3.7 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 78.000 |
78.000 |
$80.000 |
TON | 0.1 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 131.000 |
131.000 |
$85.000 |
TON | 0.1 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 3,812.000 |
3,812.000 |
$53.850 |
TON | 2.5 |
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 20,219.000 |
20,439.000 |
$53.350 |
TON | 13.4 |
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 7,625.000 |
7,795.000 |
$61.850 |
TON | 5.8 |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 16.000 |
16.000 |
$550.000 |
TON | 0.1 |
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,479.000 |
1,479.000 |
$61.400 |
TON | 1.1 |
| 0100 | ASPHALT CURING SEAL | 00358 | 41.000 |
41.000 |
$450.000 |
TON | 0.2 |
| 0110 | CULVERT PIPE-15 INCH | 00461 | 14.000 |
14.000 |
$100.000 |
LF | 0.0 |
| 0120 | CULVERT PIPE-18 INCH | 00462 | 233.000 |
233.000 |
$60.000 |
LF | 0.2 |
| 0130 | CULVERT PIPE-36 INCH | 00468 | 14.000 |
14.000 |
$130.000 |
LF | 0.0 |
| 0140 | CULVERT PIPE-18 INCH EQUIV | 00491 | 122.000 |
122.000 |
$60.000 |
LF | 0.1 |
| 0150 | STORM SEWER PIPE-15 INCH | 00521 | 336.000 |
211.000 |
$55.000 |
LF | 0.2 |
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | 540.000 |
540.000 |
$55.000 |
LF | 0.4 |
| 0170 | STORM SEWER PIPE-24 INCH | 00524 | 5.000 |
0.000 |
$90.000 |
LF | 0.0 |
| 0180 | STORM SEWER PIPE-30 INCH | 00526 | 115.000 |
60.000 |
$80.000 |
LF | 0.1 |
| 0190 | STORM SEWER PIPE-42 INCH | 00529 | 37.000 |
0.000 |
$95.000 |
LF | 0.0 |
| 0200 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | 280.000 |
280.000 |
$75.000 |
LF | 0.3 |
| 0210 | STORM SEWER PIPE-36 INCH EQUIV | 00558 | 36.000 |
36.000 |
$150.000 |
LF | 0.1 |
| 0220 | PERFORATED PIPE-4 INCH | 01000 | 17,319.000 |
17,319.000 |
$7.200 |
LF | 1.5 |
| 0230 | PERFORATED PIPE-6 INCH | 01001 | 37.000 |
37.000 |
$15.000 |
LF | 0.0 |
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | 634.000 |
634.000 |
$18.000 |
LF | 0.1 |
| 0250 | NON-PERFORATED PIPE-6 INCH | 01011 | 16.000 |
16.000 |
$10.000 |
LF | 0.0 |
| 0260 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$7,600.000 |
LS | 0.1 |
| 0270 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 30.000 |
30.000 |
$475.000 |
EACH | 0.2 |
| 0280 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 6.000 |
6.000 |
$475.000 |
EACH | 0.0 |
| 0290 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 14.000 |
14.000 |
$525.000 |
EACH | 0.1 |
| 0300 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 1.000 |
1.000 |
$525.000 |
EACH | 0.0 |
| 0310 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 24.000 |
24.000 |
$525.000 |
EACH | 0.2 |
| 0320 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 1.000 |
1.000 |
$525.000 |
EACH | 0.0 |
| 0330 | PLUG PIPE | 01314 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0340 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0350 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.1 |
| 0360 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0370 | CURB BOX INLET TYPE A | 01456 | 10.000 |
10.000 |
$3,500.000 |
EACH | 0.4 |
| 0380 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
5.000 |
$2,500.000 |
EACH | 0.2 |
| 0390 | DROP BOX INLET TYPE 2 | 01493 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.1 |
| 0400 | JUNCTION BOX-18 INCH | 01642 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.1 |
| 0410 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0420 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$4,000.000 |
EACH | 0.0 |
| 0430 | STANDARD CURB AND GUTTER | 01810 | 400.000 |
400.000 |
$25.000 |
LF | 0.1 |
| 0440 | ISLAND CURB AND GUTTER | 01825 | 100.000 |
100.000 |
$50.000 |
LF | 0.1 |
| 0450 | STANDARD HEADER CURB | 01875 | 1,254.000 |
1,254.000 |
$25.000 |
LF | 0.4 |
| 0460 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | 855.000 |
855.000 |
$75.000 |
SQYD | 0.8 |
| 0470 | CONC MEDIAN BARRIER TYPE 12B2 | 01953 | 449.000 |
449.000 |
$100.000 |
LF | 0.6 |
| 0480 | DELINEATOR FOR BARRIER-WHITE | 01984 | 41.000 |
141.000 |
$10.000 |
EACH | 0.0 |
| 0490 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 120.000 |
120.000 |
$10.000 |
EACH | 0.0 |
| 0500 | INSTALL TEMP CONC MED BARR TY 9T | 01992 | 1,580.000 |
2,780.000 |
$32.000 |
LF | 0.6 |
| 0510 | BARRICADE-TYPE III | 02014 | 18.000 |
18.000 |
$200.000 |
EACH | 0.0 |
| 0520 | REMOVE PAVEMENT | 02091 | 3,935.000 |
3,935.000 |
$2.500 |
SQYD | 0.1 |
| 0530 | ROADWAY EXCAVATION | 02200 | 68,122.000 |
69,334.000 |
$9.400 |
CUYD | 7.9 |
| 0540 | GRANULAR EMBANKMENT | 02223 | 7,448.000 |
7,448.000 |
$14.000 |
CUYD | 1.3 |
| 0550 | WATER | 02242 | 50.000 |
50.000 |
$1.000 |
MGAL | 0.0 |
| 0560 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 453.000 |
453.000 |
$4.050 |
LF | 0.0 |
| 0570 | REMOVE FENCE | 02265 | 331.000 |
331.000 |
$1.480 |
LF | 0.0 |
| 0580 | REMOVE & REPLACE FENCE | 02268 | 7,671.000 |
7,671.000 |
$4.910 |
LF | 0.5 |
| 0590 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 3,800.000 |
3,800.000 |
$13.700 |
LF | 0.6 |
| 0600 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$1,715.000 |
EACH | 0.0 |
| 0610 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 7.000 |
7.000 |
$416.000 |
EACH | 0.0 |
| 0620 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$428.750 |
EACH | 0.0 |
| 0630 | REMOVE GUARDRAIL | 02381 | 2,200.000 |
2,200.000 |
$1.200 |
LF | 0.0 |
| 0640 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$1,597.000 |
EACH | 0.1 |
| 0650 | CHANNEL LINING CLASS II | 02483 | 2,452.000 |
2,452.000 |
$20.000 |
TON | 0.6 |
| 0660 | CHANNEL LINING CLASS III | 02484 | 2,968.000 |
2,968.000 |
$20.000 |
TON | 0.7 |
| 0670 | CLEARING AND GRUBBING 28 ACRES | 02545 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 0675 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 0680 | SIGNS | 02562 | 1,000.000 |
1,000.000 |
$8.500 |
SQFT | 0.1 |
| 0690 | EDGE KEY | 02585 | 291.000 |
291.000 |
$85.000 |
LF | 0.3 |
| 0700 | FABRIC-GEOTEXTILE TYPE I | 02596 | 4,975.000 |
4,975.000 |
$2.000 |
SQYD | 0.1 |
| 0710 | FABRIC-GEOTEXTILE TYPE III | 02598 | 2,478.000 |
2,478.000 |
$2.000 |
SQYD | 0.1 |
| 0720 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 70,639.000 |
70,639.000 |
$2.250 |
SQYD | 2.0 |
| 0730 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$117,000.000 |
LS | 1.4 |
| 0740 | ASPH PAVE MILLING & TEXTURING | 02677 | 450.000 |
450.000 |
$65.000 |
TON | 0.4 |
| 0750 | TEMPORARY SILT FENCE | 02701 | 9,850.000 |
9,850.000 |
$2.000 |
LF | 0.2 |
| 0760 | SAND FOR BLOTTER | 02702 | 61.000 |
61.000 |
$45.000 |
TON | 0.0 |
| 0770 | SILT TRAP TYPE B TY II | 02704 | 60.000 |
60.000 |
$200.000 |
EACH | 0.1 |
| 0771 | CLEAN SILT TRAP TYPE B | 02707 | 1,440.000 |
1,440.000 |
$5.000 |
EACH | 0.1 |
| 0790 | CLEAN TEMPORARY SILT FENCE | 02709 | 23,640.000 |
23,640.000 |
$0.300 |
LF | 0.1 |
| 0800 | SIDEWALK-4 INCH CONCRETE | 02720 | 70.000 |
70.000 |
$60.000 |
SQYD | 0.1 |
| 0810 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.6 |
| 0820 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$150,000.000 |
LS | 1.9 |
| 0830 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
| 0840 | CRASH CUSHION TYPE VI-T | 02894 | 2.000 |
4.000 |
$3,500.000 |
EACH | 0.1 |
| 0850 | CRASH CUSHION TYPE IX | 02929 | 2.000 |
2.000 |
$4,912.750 |
EACH | 0.1 |
| 0860 | EROSION CONTROL BLANKET | 05950 | 9,178.000 |
9,178.000 |
$1.100 |
SQYD | 0.1 |
| 0861 | TEMPORARY MULCH | 05952 | 83,568.000 |
83,568.000 |
$0.120 |
SQYD | 0.1 |
| 0870 | TEMP SEEDING AND PROTECTION | 05953 | 83,568.000 |
83,568.000 |
$0.160 |
SQYD | 0.2 |
| 0880 | TOPDRESSING FERTILIZER | 05966 | 4.300 |
4.300 |
$403.000 |
TON | 0.0 |
| 0890 | SEEDING AND PROTECTION | 05985 | 65,768.000 |
65,768.000 |
$0.220 |
SQYD | 0.2 |
| 0900 | SPECIAL SEEDING CROWN VETCH | 05989 | 17,800.000 |
17,800.000 |
$0.170 |
SQYD | 0.0 |
| 0910 | SODDING | 05990 | 1,064.000 |
1,064.000 |
$3.400 |
SQYD | 0.0 |
| 0920 | TOPSOIL FURNISHED AND PLACED | 05997 | 89.000 |
89.000 |
$20.000 |
CUYD | 0.0 |
| 0930 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 26,700.000 |
26,700.000 |
$0.170 |
LF | 0.1 |
| 0940 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 30,775.000 |
30,775.000 |
$0.210 |
LF | 0.1 |
| 0950 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 14,173.000 |
14,173.000 |
$0.170 |
LF | 0.0 |
| 0960 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 9,249.000 |
9,249.000 |
$0.650 |
LF | 0.1 |
| 0970 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 4,101.000 |
4,101.000 |
$0.630 |
LF | 0.0 |
| 0980 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | 3,578.000 |
3,578.000 |
$7.000 |
LF | 0.3 |
| 0990 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 903.000 |
903.000 |
$7.750 |
LF | 0.1 |
| 1000 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 4,848.000 |
4,848.000 |
$1.750 |
SQFT | 0.1 |
| 1010 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | 1,752.000 |
1,752.000 |
$0.750 |
LF | 0.0 |
| 1020 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 58.000 |
58.000 |
$82.500 |
EACH | 0.1 |
| 1030 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 71.000 |
71.000 |
$90.000 |
EACH | 0.1 |
| 1040 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 6.000 |
6.000 |
$125.000 |
EACH | 0.0 |
| 1050 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 130.000 |
130.000 |
$27.500 |
EACH | 0.0 |
| 1060 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 103.000 |
103.000 |
$27.500 |
EACH | 0.0 |
| 1080 | CONCRETE-CLASS A | 08100 | 18.710 |
18.710 |
$975.000 |
CUYD | 0.2 |
| 1090 | STEEL REINFORCEMENT | 08150 | 720.000 |
720.000 |
$1.250 |
LB | 0.0 |
| 1101 | TEMPORARY DITCH | 02159 | 10,840.000 |
10,840.000 |
$1.500 |
LF | 0.2 |
| 1120 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | 3,673.000 |
3,748.000 |
$75.700 |
TON | 3.4 |
| 1121 | SILT TRAP TYPE C | 20496NS843 | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 1122 | CLEAN SILT TRAP TYPE C | 20497NS843 | 72.000 |
72.000 |
$5.000 |
EACH | 0.0 |
| 1130 | SAW CUT PAVE LONGITUDINAL AND MILLING | 20567ED | 4,553.000 |
4,553.000 |
$3.000 |
LF | 0.2 |
| 1760 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 8000 | REMOVE AND RELAY PIPE | 01312 | 0.000 |
175.000 |
$33.000 |
LF | 0.0 |
| 8001 | CULVERT PIPE-15 INCH EQUIV | 00490 | 0.000 |
175.000 |
$57.000 |
LF | 0.0 |
| 8002 | RELOCATE TEMP CONC MED BARRIER | 02003 | 0.000 |
500.000 |
$25.000 |
LF | 0.0 |
| 8003 | RELOCATE CRASH CUSHION | 02898 | 0.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 8004 | LANE CLOSURE | 02653 | 0.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
| 8011 | EW~ 3 " Force Main Repair | 10090NX | 0.000 |
1.000 |
$1,320.820 |
LS | 0.0 |
| 8012 | CURB TO BARRIER WALL TRANS | 02001 | 0.000 |
2.000 |
$8,250.000 |
EACH | 0.0 |
| 8013 | DROP BOX INLET TYPE 2 MODIFIED /w apron | 01494 | 0.000 |
1.000 |
$7,097.070 |
EACH | 0.0 |
| 8014 | STANDARD BARRIER MEDIAN TYPE 2 Revised Price | 01917 | 0.000 |
227.000 |
$161.448 |
SQYD | 0.0 |
| 8015 | STANDARD HEADER CURB Revised Price | 01875 | 0.000 |
371.000 |
$52.972 |
LF | 0.0 |
| 8016 | CURB BOX INLET TYPE A Revised Price | 01456 | 0.000 |
4.000 |
$5,632.066 |
EACH | 0.0 |
| 8017 | STORM SEWER PIPE-30 INCH EQUIV | 00556 | 0.000 |
84.000 |
$150.000 |
LF | 0.0 |
| 8018 | TRAFFIC BOUND BASE | 00020 | 0.000 |
3,500.000 |
$18.000 |
TON | 0.0 |
| 8019 | LEVELING & WEDGING PG64-22 | 00190 | 0.000 |
800.000 |
$83.490 |
TON | 0.0 |
| 8020 | CLEARING AND GRUBBING Additional Work | 02545 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8021 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 0.000 |
1,000.000 |
$1.430 |
LF | 0.0 |
| 8022 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
1,000.000 |
$1.430 |
LF | 0.0 |
| 8023 | METAL END SECTION TY 2-18 INCH | 01381 | 0.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 8024 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | 0.000 |
1,200.000 |
$2.950 |
LF | 0.0 |
| 8025 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | 0.000 |
1,200.000 |
$2.950 |
LF | 0.0 |
| 8026 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | 0.000 |
340.000 |
$12.630 |
SQFT | 0.0 |
| 8027 | GMSS GALV STEEL TYPE A | 06400 | 0.000 |
1,800.000 |
$2.070 |
LB | 0.0 |
| 8028 | GMSS GALV STEEL TYPE C | 20815ED | 0.000 |
7,050.000 |
$5.830 |
LB | 0.0 |
| 8029 | STAKING Turning Lane | 02726 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8033 | CLEAN OUT PIPE STORM SYSTEM | 20464EC | 0.000 |
1.000 |
$4,444.970 |
LS | 0.0 |
| 8034 | MAINTAIN & CONTROL TRAFFIC FOR RETAINING WALL REMOVAL | 21741NC | 0.000 |
1.000 |
$2,425.000 |
EACH | 0.0 |
| 8035 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8036 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8037 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $5,652,416.23 |
| SM- Project | DE08704600510 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1140 | GRANULAR EMBANKMENT | 02223 | 144.500 |
144.500 |
$30.000 |
CUYD | 0.1 |
| 1150 | STRUCTURE GRANULAR BACKFILL | 02231 | 497.800 |
765.800 |
$30.000 |
CUYD | 0.2 |
| 1160 | MASONRY COATING | 02998 | 1,608.800 |
1,840.400 |
$11.000 |
SQYD | 0.2 |
| 1170 | ARMORED EDGE FOR CONCRETE | 03299 | 224.700 |
224.700 |
$50.000 |
LF | 0.1 |
| 1180 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 298.500 |
872.400 |
$25.000 |
CUYD | 0.1 |
| 1190 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.4 |
| 1200 | REINF CONC SLOPE WALL-6 INCH | 08016 | 567.000 |
484.300 |
$125.000 |
SQYD | 0.9 |
| 1210 | CONCRETE-CLASS A | 08100 | 711.200 |
834.700 |
$360.000 |
CUYD | 3.2 |
| 1220 | CONCRETE-CLASS AA | 08104 | 818.700 |
818.700 |
$430.000 |
CUYD | 4.4 |
| 1230 | STEEL REINFORCEMENT | 08150 | 76,627.000 |
94,607.000 |
$0.750 |
LB | 0.7 |
| 1240 | STEEL REINF-EPOXY COATED | 08151 | 224,812.000 |
224,812.000 |
$0.850 |
LB | 2.4 |
| 1250 | STRUCTURAL STEEL 17600 LB | 08160 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 1260 | ELECTRICAL CONDUIT 2630 LF | 08269 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.2 |
| 1270 | PRECAST PC I BEAM TYPE 4 | 08634 | 2,630.300 |
2,630.300 |
$190.000 |
LF | 6.2 |
| 8005 | REIMBURSEMENT Abutment No. 2 Re-design Cost | 10299N | 0.000 |
9,556.000 |
$1.000 |
DOLL | 0.0 |
| 8006 | STEEL REINFORCEMENT Steel Reinforcement Deleted From Abutment No. 2 | 08150 | 0.000 |
10,186.600 |
$0.441 |
LB | 0.0 |
| 8007 | MASS CONCRETE Pier and Abutment Footers | 10040ES | 0.000 |
160.000 |
$165.000 |
CUYD | 0.0 |
| 8008 | EW~ Abutment # 2 Re-design Delay Cost | 10090NX | 0.000 |
1.000 |
$14,146.200 |
LS | 0.0 |
| 8009 | EW~ Cost of Forming Pier Footers | 10090NX | 0.000 |
1.000 |
$11,167.480 |
LS | 0.0 |
| 8010 | EW~ Cost for Forming Abutment #2 Footer | 10090NX | 0.000 |
1.000 |
$16,693.930 |
LS | 0.0 |
Category Total $1,530,928.75 |
| SM- Project | DE08704600510 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1280 | CONDUIT-1 1/4 INCH | 04793 | 461.000 |
461.000 |
$6.000 |
LF | 0.0 |
| 1290 | CONDUIT-2 INCH | 04795 | 160.000 |
160.000 |
$15.000 |
LF | 0.0 |
| 1300 | JUNCTION BOX TYPE B | 04811 | 15.000 |
15.000 |
$350.000 |
EACH | 0.1 |
| 1310 | TRENCHING AND BACKFILLING | 04820 | 621.000 |
621.000 |
$3.500 |
LF | 0.0 |
| 1320 | LOOP WIRE | 04830 | 6,821.000 |
6,821.000 |
$0.500 |
LF | 0.0 |
| 1330 | CABLE-NO. 14/5C | 04844 | 4,266.000 |
4,266.000 |
$1.000 |
LF | 0.1 |
| 1340 | CABLE-NO. 14/1 PAIR | 04850 | 6,058.000 |
6,058.000 |
$1.000 |
LF | 0.1 |
| 1350 | MESSENGER-10800 LB | 04885 | 1,429.000 |
1,429.000 |
$4.000 |
LF | 0.1 |
| 1360 | LOOP SAW SLOT AND FILL | 04895 | 2,608.000 |
2,608.000 |
$13.500 |
LF | 0.4 |
| 1370 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$250.000 |
EACH | 0.0 |
| 1380 | INSTALL CONTROLLER TYPE 170 | 04931 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.1 |
| 1390 | INSTALL STEEL STRAIN POLE | 04932 | 12.000 |
12.000 |
$3,500.000 |
EACH | 0.5 |
| 1400 | REMOVE SIGNAL EQUIPMENT | 04950 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 1410 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | 8.000 |
8.000 |
$200.000 |
EACH | 0.0 |
| 1420 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 15.000 |
15.000 |
$350.000 |
EACH | 0.1 |
| 1430 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | 19.000 |
19.000 |
$200.000 |
EACH | 0.0 |
| 1440 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 1441 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 1450 | INSTALL MASTER CONTROLLER | 20389ES835 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 1460 | INSTALL COORDINATING UNIT | 20390ES835 | 3.000 |
3.000 |
$2,800.000 |
EACH | 0.1 |
Category Total $144,698.00 |
| SM- Project | DE08704600510 | CATEGORY NUMBER | 0004 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1470 | POLE 120 FT MTG HT HIGH MAST | 04714 | 6.000 |
6.000 |
$24,000.000 |
EACH | 1.8 |
| 1480 | POLE BASE-HIGH MAST | 04742 | 6.000 |
6.000 |
$6,000.000 |
EACH | 0.4 |
| 1490 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$9,000.000 |
EACH | 0.1 |
| 1500 | HPS LUMINAIRE HIGH MAST | 04773 | 32.000 |
32.000 |
$800.000 |
EACH | 0.3 |
| 1510 | CONDUIT-3 1/2 INCH | 04798 | 905.000 |
905.000 |
$40.000 |
LF | 0.4 |
| 1520 | MARKER | 04800 | 8.000 |
8.000 |
$150.000 |
EACH | 0.0 |
| 1530 | TRENCHING AND BACKFILLING | 04820 | 4,880.000 |
4,880.000 |
$5.000 |
LF | 0.3 |
| 1540 | CABLE-NO. 8/3C DUCTED | 04860 | 1,700.000 |
1,700.000 |
$3.000 |
LF | 0.1 |
| 1550 | CABLE-NO. 4/3C DUCTED | 04862 | 4,850.000 |
4,850.000 |
$4.000 |
LF | 0.2 |
| 1560 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$6,000.000 |
LS | 0.1 |
| 1570 | JUNCTION BOX TYPE A | 20391ES835 | 4.000 |
4.000 |
$800.000 |
EACH | 0.0 |
| 1580 | JUNCTION BOX TYPE C | 20392ES835 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
| 1590 | MAINTAIN EXIST LIGHTING OR EQUIVALENT | 20393ES835 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.3 |
| 8030 | AC POWER CIRCUIT BREAKER BOX GE 20A/480V/29 and Holophane EC-866 | 22558NN | 0.000 |
1.000 |
$4,149.310 |
EACH | 0.0 |
| 8031 | CABLE-NO. 8/3C DUCTED LIGHTING REPAIR | 04860 | 0.000 |
500.000 |
$3.320 |
LF | 0.0 |
| 8032 | TRENCHING AND BACKFILLING LIGHTING REPAIR | 04820 | 0.000 |
500.000 |
$5.000 |
LF | 0.0 |
Category Total $339,100.00 |
| SM- Project | DE08704600510 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1600 | OSS GALV STEEL CANTILEVER MOD | 06201 | 2.000 |
2.000 |
$11,285.000 |
EACH | 0.3 |
| 1610 | SBM ALUMINUM PANEL SIGNS | 06405 | 711.000 |
1,723.000 |
$14.420 |
SQFT | 0.1 |
| 1620 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | 83.000 |
293.000 |
$11.500 |
SQFT | 0.0 |
| 1650 | STEEL POST TYPE 2 | 06411 | 1,141.000 |
1,141.000 |
$3.460 |
LF | 0.0 |
| 1660 | FLEXIBLE DELINEATOR POST-W | 06417 | 40.000 |
40.000 |
$24.400 |
EACH | 0.0 |
| 1670 | FLEXIBLE DELINEATOR POST-Y | 06418 | 30.000 |
30.000 |
$24.400 |
EACH | 0.0 |
| 1680 | GMSS GALV STEEL TYPE B | 06440 | 11,965.000 |
0.000 |
$1.650 |
LB | 0.2 |
| 1700 | REMOVE SIGN SUPPORT BEAM | 06451 | 22.000 |
22.000 |
$125.000 |
EACH | 0.0 |
| 1710 | CLASS A CONCRETE FOR SIGNS | 06490 | 61.200 |
61.200 |
$275.000 |
CUYD | 0.2 |
| 1720 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 2,788.000 |
2,788.000 |
$1.210 |
LB | 0.0 |
| 1730 | ROADWAY CROSS SECTION | 20419ED | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
Category Total $82,628.71 |
| SM- Project | DE08704600510 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1740 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$207,700.000 |
LS | 2.6 |
| 1750 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$116,247.000 |
LS | 1.4 |
Category Total $323,947.00 |