|
Item List 051221 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051221 | Primary Project Number | DE00810170521 |
| Contract Description | TURFWAY ROAD (KY 1017) | ||
| Primary County | BOONE | Fed/St Number | FD04 008 1017 000-002 |
| Vendor ID | 00125 | Vendor Name | LAWRENCE CONSTRUCTION AND LEASING INC |
| Bid Amount | $ 10,681,405.79 | ||
| SM- Project | DE00810170521 |
| Fed/State Number | FD04 008 1017 000-002 |
| Project Description | TURFWAY ROAD (KY 1017) |
| *********** |
| SM- Project | DE00810170521 | 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 | 34,925.000 |
35,034.000 |
$11.500 |
TON | 3.8 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 24,861.000 |
25,361.000 |
$19.000 |
TON | 4.4 |
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | 3,085.000 |
3,085.000 |
$30.130 |
TON | 0.9 |
| 0040 | LEVELING & WEDGING PG76-22 | 00194 | 7,222.000 |
7,222.000 |
$30.760 |
TON | 2.1 |
| 0050 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 916.000 |
1,011.000 |
$33.570 |
TON | 0.3 |
| 0060 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 10,704.000 |
13,361.010 |
$35.200 |
TON | 3.5 |
| 0070 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | 11,711.000 |
13,323.000 |
$36.590 |
TON | 4.0 |
| 0080 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 573.000 |
602.000 |
$39.170 |
TON | 0.2 |
| 0090 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 7,749.000 |
7,749.000 |
$43.390 |
TON | 3.1 |
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | 103.000 |
103.000 |
$36.000 |
LF | 0.0 |
| 0110 | STORM SEWER PIPE-12 INCH | 00520 | 324.000 |
324.000 |
$30.000 |
LF | 0.1 |
| 0120 | STORM SEWER PIPE-15 INCH | 00521 | 4,415.000 |
4,415.000 |
$27.000 |
LF | 1.1 |
| 0130 | STORM SEWER PIPE-18 INCH | 00522 | 5,616.000 |
5,616.000 |
$31.000 |
LF | 1.6 |
| 0140 | STORM SEWER PIPE-24 INCH | 00524 | 1,985.000 |
1,985.000 |
$44.000 |
LF | 0.8 |
| 0150 | STORM SEWER PIPE-27 INCH | 00525 | 72.000 |
72.000 |
$52.000 |
LF | 0.0 |
| 0160 | STORM SEWER PIPE-30 INCH | 00526 | 816.000 |
816.000 |
$53.000 |
LF | 0.4 |
| 0170 | STORM SEWER PIPE-36 INCH | 00528 | 184.000 |
184.000 |
$60.000 |
LF | 0.1 |
| 0180 | STORM SEWER PIPE-42 INCH | 00529 | 8.000 |
8.000 |
$200.000 |
LF | 0.0 |
| 0190 | STORM SEWER PIPE-54 INCH | 00531 | 48.000 |
48.000 |
$207.000 |
LF | 0.1 |
| 0200 | SLOTTED DRAIN PIPE-12 INCH | 00980 | 40.000 |
40.000 |
$100.000 |
LF | 0.0 |
| 0210 | SLOTTED DRAIN PIPE-18 INCH | 00982 | 52.000 |
52.000 |
$120.000 |
LF | 0.1 |
| 0220 | PERFORATED PIPE-4 INCH | 01000 | 2,093.500 |
2,093.500 |
$8.000 |
LF | 0.2 |
| 0230 | PERFORATED PIPE-8 INCH | 01002 | 494.000 |
494.000 |
$10.000 |
LF | 0.0 |
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | 184.500 |
184.500 |
$10.000 |
LF | 0.0 |
| 0250 | NON-PERFORATED PIPE-8 INCH | 01012 | 58.000 |
58.000 |
$12.000 |
LF | 0.0 |
| 0270 | PERF PIPE HEADWALL TY 3-8 INCH | 01030 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0280 | REMOVE PIPE | 01310 | 522.300 |
522.300 |
$8.000 |
LF | 0.0 |
| 0290 | METAL END SECTION TY 1-15 INCH | 01370 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0300 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 3.000 |
3.000 |
$1,100.000 |
EACH | 0.0 |
| 0310 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0320 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.1 |
| 0330 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0340 | CURB BOX INLET TYPE A | 01456 | 119.000 |
119.000 |
$2,500.000 |
EACH | 2.8 |
| 0350 | CURB BOX INLET TYPE F | 01487 | 2.000 |
2.000 |
$2,900.000 |
EACH | 0.1 |
| 0360 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0370 | DROP BOX INLET TYPE 3 | 01496 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.1 |
| 0380 | DROP BOX INLET TYPE 4 | 01499 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0390 | DROP BOX INLET TYPE 11 | 01544 | 14.000 |
15.000 |
$2,300.000 |
EACH | 0.3 |
| 0400 | DROP BOX INLET TYPE 12A | 01550 | 208.640 |
208.640 |
$160.000 |
LF | 0.3 |
| 0410 | DROP BOX INLET TYPE 13G | 01559 | 5.000 |
5.000 |
$2,900.000 |
EACH | 0.1 |
| 0420 | DROP BOX INLET TYPE 14 | 01577 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0430 | DROP BOX INLET TYPE 15 | 01580 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0440 | CAP DROP BOX INLET | 01584 | 6.000 |
6.000 |
$400.000 |
EACH | 0.0 |
| 0450 | REMOVE DROP BOX INLET | 01585 | 4.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 0460 | JUNCTION BOX-30 INCH | 01644 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0470 | JUNCTION BOX | 01650 | 13.000 |
13.000 |
$1,200.000 |
EACH | 0.1 |
| 0480 | FILL AND CAP INLET | 01717 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0490 | REMOVE INLET | 01718 | 8.000 |
8.000 |
$400.000 |
EACH | 0.0 |
| 0500 | MANHOLE TYPE A | 01756 | 23.000 |
23.000 |
$2,100.000 |
EACH | 0.5 |
| 0510 | MANHOLE TYPE C | 01767 | 8.000 |
8.000 |
$3,500.000 |
EACH | 0.3 |
| 0520 | FILL AND CAP MANHOLE | 01786 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
| 0530 | REMOVE MANHOLE | 01787 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0540 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 10.000 |
10.000 |
$500.000 |
EACH | 0.0 |
| 0550 | STANDARD CURB AND GUTTER MOD | 01811 | 23,219.000 |
23,219.000 |
$14.000 |
LF | 3.0 |
| 0560 | STANDARD INTEGRAL CURB | 01830 | 1,618.000 |
1,618.000 |
$8.000 |
LF | 0.1 |
| 0570 | STANDARD HEADER CURB | 01875 | 1,461.000 |
1,704.000 |
$16.000 |
LF | 0.2 |
| 0580 | ISLAND HEADER CURB TYPE 1 | 01890 | 172.000 |
172.000 |
$18.000 |
LF | 0.0 |
| 0590 | ASPHALT WEDGE CURB | 01897 | 74.000 |
244.000 |
$11.350 |
LF | 0.0 |
| 0600 | JPC PAVEMENT-6 INCH SHLD | 02078 | 1,070.000 |
1,070.000 |
$30.000 |
SQYD | 0.3 |
| 0610 | JPC PAVEMENT-8 INCH | 02084 | 8,763.000 |
2,775.000 |
$60.000 |
SQYD | 4.9 |
| 0620 | REMOVE PAVEMENT | 02091 | 1,658.000 |
1,658.000 |
$5.000 |
SQYD | 0.1 |
| 0630 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 2,508.000 |
0.000 |
$54.000 |
SQYD | 1.3 |
| 0640 | TEMPORARY DITCH | 02159 | 9,900.000 |
9,900.000 |
$0.100 |
LF | 0.0 |
| 0650 | ROADWAY EXCAVATION | 02200 | 85,759.000 |
86,428.470 |
$9.000 |
CUYD | 7.2 |
| 0660 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 1,294.000 |
1,294.000 |
$20.000 |
CUYD | 0.2 |
| 0670 | WATER | 02242 | 3,700.000 |
3,700.000 |
$0.010 |
MGAL | 0.0 |
| 0680 | FENCE-WOVEN WIRE TYPE 2 | 02263 | 2,052.000 |
2,052.000 |
$8.140 |
LF | 0.2 |
| 0690 | REMOVE FENCE | 02265 | 196.000 |
196.000 |
$4.040 |
LF | 0.0 |
| 0700 | SINGLE VEHICULAR WOVEN WIRE GATE | 02288 | 2.000 |
2.000 |
$525.000 |
EACH | 0.0 |
| 0710 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | 79.000 |
79.000 |
$84.420 |
EACH | 0.1 |
| 0720 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | 75.000 |
75.000 |
$53.450 |
EACH | 0.0 |
| 0730 | CHANNEL LINING CLASS II | 02483 | 126.600 |
126.600 |
$22.000 |
TON | 0.0 |
| 0740 | CHANNEL LINING CLASS III | 02484 | 127.800 |
127.800 |
$24.000 |
TON | 0.0 |
| 0750 | CLEARING AND GRUBBING 37.12 ACRES | 02545 | 1.000 |
1.000 |
$294,065.000 |
LS | 2.8 |
| 0760 | CONCRETE-CLASS B | 02555 | 1,720.000 |
1,720.000 |
$270.000 |
CUYD | 4.3 |
| 0770 | SIGNS | 02562 | 850.000 |
850.000 |
$24.000 |
SQFT | 0.2 |
| 0780 | EDGE KEY | 02585 | 1,013.000 |
1,013.000 |
$8.100 |
LF | 0.1 |
| 0790 | FABRIC-GEOTEXTILE TYPE I | 02596 | 237.000 |
237.000 |
$2.000 |
SQYD | 0.0 |
| 0800 | FABRIC-GEOTEXTILE TYPE IV FOR PIPE BEDDING | 02599 | 21,980.000 |
21,980.000 |
$0.650 |
SQYD | 0.1 |
| 0810 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 111,410.000 |
111,410.000 |
$1.500 |
SQYD | 1.6 |
| 0820 | HANDRAIL-TYPE A-1 | 02611 | 2,530.000 |
2,630.170 |
$75.600 |
LF | 1.8 |
| 0830 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$82,000.000 |
LS | 0.8 |
| 0840 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0850 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$3,862.440 |
LS | 0.0 |
| 0860 | ASPH PAVE MILLING & TEXTURING | 02677 | 1,012.000 |
2,847.590 |
$8.150 |
TON | 0.1 |
| 0870 | SAFELOADING | 02690 | 71.000 |
71.000 |
$70.000 |
CUYD | 0.0 |
| 0880 | TEMPORARY SILT FENCE | 02701 | 2,099.000 |
4,099.000 |
$1.420 |
LF | 0.0 |
| 0890 | SILT TRAP TYPE A | 02703 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0900 | SILT TRAP TYPE B | 02704 | 18.000 |
128.000 |
$200.000 |
EACH | 0.0 |
| 0910 | CLEAN SILT TRAP TYPE A | 02706 | 12.000 |
12.000 |
$50.000 |
EACH | 0.0 |
| 0920 | CLEAN SILT TRAP TYPE B | 02707 | 54.000 |
79.000 |
$50.000 |
EACH | 0.0 |
| 0930 | CLEAN TEMPORARY SILT FENCE | 02709 | 2,099.000 |
2,099.000 |
$0.250 |
LF | 0.0 |
| 0940 | SIDEWALK-4 INCH CONCRETE | 02720 | 16,047.000 |
16,047.000 |
$28.000 |
SQYD | 4.2 |
| 0950 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.5 |
| 0970 | CRASH CUSHION TYPE VI A | 02885 | 3.000 |
3.000 |
$10,154.550 |
EACH | 0.3 |
| 0980 | PVC PIPE-4 INCH | 03383 | 72.000 |
72.000 |
$10.000 |
LF | 0.0 |
| 1010 | JUNCTION BOX TYPE B | 04811 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.1 |
| 1060 | EROSION CONTROL BLANKET | 05950 | 10,910.000 |
10,910.000 |
$1.210 |
SQYD | 0.1 |
| 1070 | TEMPORARY MULCH | 05952 | 179,660.000 |
179,660.000 |
$0.150 |
SQYD | 0.3 |
| 1080 | TEMP SEEDING AND PROTECTION | 05953 | 5,000.000 |
55,000.000 |
$0.230 |
SQYD | 0.0 |
| 1090 | TOPDRESSING FERTILIZER | 05966 | 1.080 |
1.080 |
$530.250 |
TON | 0.0 |
| 1100 | SEEDING AND PROTECTION | 05985 | 20,908.000 |
20,908.000 |
$0.320 |
SQYD | 0.1 |
| 1110 | SPECIAL SEEDING CROWN VETCH | 05989 | 5,410.000 |
5,410.000 |
$0.180 |
SQYD | 0.0 |
| 1120 | SODDING | 05990 | 43,211.000 |
43,211.000 |
$2.840 |
SQYD | 1.1 |
| 1130 | PAVE STRIPING-WB PAINT-6 IN W | 06522 | 4.850 |
2.870 |
$594.300 |
MILE | 0.0 |
| 1140 | PAVE STRIPING-WB PAINT-6 IN Y | 06523 | 5.010 |
2.350 |
$594.300 |
MILE | 0.0 |
| 1150 | PAVE STRIPING-WB PAINT-12 IN W | 06526 | 0.840 |
0.840 |
$4,326.000 |
MILE | 0.0 |
| 1160 | PAVE STRIPING-WB PAINT-12 IN Y | 06527 | 0.470 |
0.470 |
$5,755.050 |
MILE | 0.0 |
| 1170 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 5,474.000 |
5,474.000 |
$2.310 |
LF | 0.1 |
| 1180 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 1,470.000 |
1,470.000 |
$4.600 |
LF | 0.1 |
| 1190 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 36.000 |
36.000 |
$84.000 |
EACH | 0.0 |
| 1200 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 83.000 |
83.000 |
$84.000 |
EACH | 0.1 |
| 1210 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 25.000 |
25.000 |
$131.250 |
EACH | 0.0 |
| 1220 | PAVE MARKING-PREF THERMO ONLY | 06576 | 10.000 |
10.000 |
$99.440 |
EACH | 0.0 |
| 1230 | PAVEMENT MARKER TYPE V-MW | 06589 | 61.000 |
61.000 |
$18.850 |
EACH | 0.0 |
| 1240 | PAVEMENT MARKER TYPE V-BY | 06591 | 93.000 |
93.000 |
$18.850 |
EACH | 0.0 |
| 1250 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 13.000 |
13.000 |
$18.850 |
EACH | 0.0 |
| 1260 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 22.000 |
22.000 |
$18.850 |
EACH | 0.0 |
| 1270 | CONCRETE-CLASS A PIPE | 08100 | 1.600 |
1.600 |
$900.000 |
CUYD | 0.0 |
| 1280 | CONCRETE-CLASS A | 08100 | 28.000 |
28.000 |
$900.000 |
CUYD | 0.2 |
| 1290 | STEEL REINFORCEMENT PIPE | 08150 | 9.000 |
9.000 |
$4.000 |
LB | 0.0 |
| 1300 | STEEL REINFORCEMENT | 08150 | 764.000 |
764.000 |
$1.000 |
LB | 0.0 |
| 1310 | CHAIN LINK FENCE-6 FT | 08711 | 499.000 |
499.000 |
$18.590 |
LF | 0.1 |
| 1350 | SILT TRAP TYPE C TYPE I | 20496NS843 | 8.000 |
28.000 |
$300.000 |
EACH | 0.0 |
| 1360 | CLEAN SILT TRAP TYPE C | 20497NS843 | 24.000 |
24.000 |
$50.000 |
EACH | 0.0 |
| 1370 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | 3.000 |
3.000 |
$2,600.000 |
EACH | 0.1 |
| 1380 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1390 | DROP BOX INLET TY 16G(MOD) | 20571ES710 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1400 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 4.000 |
4.000 |
$800.000 |
EACH | 0.0 |
| 1410 | BRIDGE DRAINAGE SYSTEM | 20606NC | 1.000 |
0.000 |
$49,184.000 |
LS | 0.5 |
| 8000 | JPC PAVEMENT-10 INCH | 02069 | 0.000 |
5,988.000 |
$73.200 |
SQYD | 0.0 |
| 8002 | COST PLUS WORK Pipe Repairs | 10080NS | 0.000 |
1.000 |
$681.430 |
LS | 0.0 |
| 8005 | RECONSTRUCT MANHOLE | 01789 | 0.000 |
13.000 |
$1,850.000 |
EACH | 0.0 |
| 8006 | COST PLUS WORK Adjust Storm Sewer/CBI | 10080NS | 0.000 |
1.000 |
$1,189.650 |
LS | 0.0 |
| 8015 | VIDEO RECORDING | 09672E01 | 0.000 |
1.000 |
$1,540.000 |
LS | 0.0 |
| 8017 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 0.000 |
400.000 |
$5.670 |
EACH | 0.0 |
| 8018 | SAW CUT | 20430ED | 0.000 |
7,879.000 |
$1.200 |
LF | 0.0 |
| 8019 | LANE CLOSURE | 02653 | 0.000 |
3.000 |
$2,116.000 |
EACH | 0.0 |
| 8020 | FLASHING ARROW | 02775 | 0.000 |
3.000 |
$1,116.000 |
EACH | 0.0 |
| 8031 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
122,000.000 |
$0.380 |
LF | 0.0 |
| 8032 | BARRICADE-TYPE III | 02014 | 0.000 |
7.000 |
$400.000 |
EACH | 0.0 |
| 8033 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 0.000 |
2,508.000 |
$55.130 |
SQYD | 0.0 |
| 8034 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 0.000 |
3,010.000 |
$4.430 |
LF | 0.0 |
| 8035 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
2,240.000 |
$4.430 |
LF | 0.0 |
| 8036 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 0.000 |
510.000 |
$5.240 |
LF | 0.0 |
| 8037 | EW~ TREE TRIMMING | 10090NX | 0.000 |
1.000 |
$472.500 |
LS | 0.0 |
| 8041 | FUEL ADJUSTMENT | 10020NS | 0.000 |
80,538.260 |
$1.000 |
DOLL | 0.0 |
| 8042 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
373,279.710 |
$1.000 |
DOLL | 0.0 |
| 8043 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 0.000 |
50.000 |
$40.430 |
LF | 0.0 |
| 8044 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
2.000 |
$1,037.930 |
EACH | 0.0 |
| 8046 | COST PLUS WORK TRAFFIC CONTROL | 10080NS | 0.000 |
1.000 |
$214.630 |
LS | 0.0 |
| 8047 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
19,552.820 |
$1.000 |
DOLL | 0.0 |
| 8048 | MOBILIZATION FOR MILL & TEXT #2 | 02676 | 0.000 |
1.000 |
$3,862.440 |
LS | 0.0 |
| 8050 | COST PLUS WORK ADJUST CBI 57+00 | 10080NS | 0.000 |
1.000 |
$371.260 |
LS | 0.0 |
| 8051 | COST PLUS WORK TIE IN 8" STORM SEWER RT 23+66 | 10080NS | 0.000 |
1.000 |
$380.790 |
LS | 0.0 |
| 8052 | COST PLUS WORK UNCOVER STORM SEWER | 10080NS | 0.000 |
1.000 |
$202.780 |
LS | 0.0 |
| 8053 | COST PLUS WORK UNCOVER STORM SEWER 23+23 | 10080NS | 0.000 |
1.000 |
$148.170 |
LS | 0.0 |
| 8054 | COST PLUS WORK ADJUST CBI 49+75 | 10080NS | 0.000 |
1.000 |
$594.000 |
LS | 0.0 |
| 8055 | COST PLUS WORK TIE IN EXISTING STORM SEWER RT 75+35 | 10080NS | 0.000 |
1.000 |
$878.080 |
LS | 0.0 |
| 8056 | COST PLUS WORK TIE IN STORM SEWER KY 18 15+94 | 10080NS | 0.000 |
1.000 |
$1,644.110 |
LS | 0.0 |
| 8057 | COST PLUS WORK WATERMAIN CONFLICT | 10080NS | 0.000 |
1.000 |
$31,762.660 |
LS | 0.0 |
| 8058 | COST PLUS WORK MH TY C RT 75+50 | 10080NS | 0.000 |
1.000 |
$445.300 |
LS | 0.0 |
| 8059 | COST PLUS WORK BANK ISLAND | 10080NS | 0.000 |
1.000 |
$1,130.120 |
LS | 0.0 |
| 8060 | COST PLUS WORK REGRADE BEHIND C/G | 10080NS | 0.000 |
1.000 |
$321.630 |
LS | 0.0 |
| 8061 | COST PLUS WORK REGRADE SUBGRADE | 10080NS | 0.000 |
1.000 |
$281.850 |
LS | 0.0 |
| 8062 | COST PLUS WORK ADDITIONAL FORMING | 10080NS | 0.000 |
1.000 |
$397.850 |
LS | 0.0 |
| 8063 | COST PLUS WORK EXCAVATE TELEPHONE LINE | 10080NS | 0.000 |
1.000 |
$414.060 |
LS | 0.0 |
| 8064 | COST PLUS WORK REM CONC PVMNT@ BP | 10080NS | 0.000 |
1.000 |
$1,101.040 |
LS | 0.0 |
| 8065 | COST PLUS WORK REM CONC PVMNT @ SHEEL | 10080NS | 0.000 |
1.000 |
$831.130 |
LS | 0.0 |
| 8066 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 0.000 |
600.000 |
$17.760 |
LF | 0.0 |
| 8067 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
1.000 |
$787.500 |
EACH | 0.0 |
| 8068 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 0.000 |
1.000 |
$52.500 |
EACH | 0.0 |
| 8069 | EMBANKMENT IN PLACE | 02230 | 0.000 |
1,582.000 |
$11.530 |
CUYD | 0.0 |
| 8071 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 0.000 |
1,431.020 |
$15.180 |
TON | 0.0 |
| 8072 | COST PLUS WORK SINKHOLE | 10080NS | 0.000 |
1.000 |
$2,946.290 |
LS | 0.0 |
| 8073 | COST PLUS WORK C&G TURFWAY PARK | 10080NS | 0.000 |
1.000 |
$1,308.000 |
LS | 0.0 |
| 8074 | COST PLUS WORK DROP BOX INLET FRONT PORCH | 10080NS | 0.000 |
1.000 |
$3,040.230 |
LS | 0.0 |
| 8075 | COST PLUS WORK CONNECT ROOF DRAINS | 10080NS | 0.000 |
1.000 |
$1,303.180 |
LS | 0.0 |
| 8076 | COST PLUS WORK EXTEND FLUME | 10080NS | 0.000 |
1.000 |
$6,179.930 |
LS | 0.0 |
| 8077 | COST PLUS WORK RELOCATE CBI KY 18 | 10080NS | 0.000 |
1.000 |
$13,396.820 |
LS | 0.0 |
| 8078 | COST PLUS WORK GRAVITY WALL FRISCH'S | 10080NS | 0.000 |
1.000 |
$11,534.750 |
LS | 0.0 |
| 8080 | COST PLUS WORK EXTEND HEADWALL RAMP B | 10080NS | 0.000 |
1.000 |
$1,252.130 |
LS | 0.0 |
| 8081 | COST PLUS WORK GRAVITY WALL MAIN ST CHURCH | 10080NS | 0.000 |
1.000 |
$26,944.230 |
LS | 0.0 |
| 8082 | UTILITY BILLS ADT | 22438NN | 0.000 |
295.000 |
$1.000 |
DOLL | 0.0 |
| 8083 | BRIDGE DRAINAGE SYSTEM MODIFIED | 20606NC | 0.000 |
1.000 |
$45,184.000 |
LS | 0.0 |
| 8084 | PAVE STRIPING-WB PAINT-4 IN W | 06520 | 0.000 |
3.910 |
$529.920 |
MILE | 0.0 |
| 8085 | PAVE STRIPING-WB PAINT-4 IN Y | 06521 | 0.000 |
2.570 |
$532.410 |
MILE | 0.0 |
| 8086 | COST PLUS WORK 18" Storm at Dixie | 10080NSD | 0.000 |
9,629.840 |
$1.000 |
DOLL | 0.0 |
| 8087 | COST PLUS WORK Regrade Ditchline | 10080NSD | 0.000 |
4,009.000 |
$1.000 |
DOLL | 0.0 |
| 8088 | COST PLUS WORK Replace 24" Pipe | 10080NSD | 0.000 |
6,145.920 |
$1.000 |
DOLL | 0.0 |
| 8089 | COST PLUS WORK Traffic Control for Paving | 10080NSD | 0.000 |
214.630 |
$1.000 |
DOLL | 0.0 |
| 8090 | COST PLUS WORK Pave Parking at Post Office | 10080NSD | 0.000 |
4,188.460 |
$1.000 |
DOLL | 0.0 |
| 8092 | COST PLUS WORK Reconnect ARTIMIS | 10080NSD | 0.000 |
5,955.510 |
$1.000 |
DOLL | 0.0 |
| 8095 | COST PLUS WORK Connect Fire Alarm | 10080NSD | 0.000 |
2,484.680 |
$1.000 |
DOLL | 0.0 |
| 8096 | COST PLUS WORK Traffic Control for Electric | 10080NSD | 0.000 |
386.060 |
$1.000 |
DOLL | 0.0 |
| 8099 | COST PLUS WORK Add Sidewalk at Pedestrian Signals | 10080NSD | 0.000 |
2,231.590 |
$1.000 |
DOLL | 0.0 |
Category Total $7,459,556.40 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 25068 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1420 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 3,966.200 |
3,966.200 |
$12.000 |
CUYD | 0.4 |
| 1430 | FENCE-6 FT CHAIN LINK | 02274 | 67.500 |
67.500 |
$21.210 |
LF | 0.0 |
| 1440 | QUALITY CONTROL | 02572 | 1.000 |
1.000 |
$37,800.000 |
LS | 0.4 |
| 1450 | FOUNDATION PREPARATION SOIL NAIL WALL SOUTH | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 1460 | FOUNDATION PREPARATION SOIL NAIL WALL NORTH | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 1470 | SOIL NAIL WALL | 20603ED | 8,564.200 |
8,564.200 |
$53.800 |
SQFT | 4.3 |
| 2640 | SOIL NAIL WALL INSTRUMENTATION | 20712ND | 1.000 |
0.000 |
$34,125.000 |
LS | 0.3 |
| 8007 | EW~ Sawcut Abutment Piers | 10094NX | 0.000 |
16.000 |
$472.500 |
EACH | 0.0 |
| 8008 | EW~ Redesign Soil Nails | 10090NX | 0.000 |
1.000 |
$39,158.310 |
LS | 0.0 |
| 8009 | EW~ Excessive Grout | 10090NX | 0.000 |
1.000 |
$6,357.990 |
LS | 0.0 |
| 8010 | EW~ Additional Verification Tests | 10090NX | 0.000 |
1.000 |
$1,443.750 |
LS | 0.0 |
| 8011 | EW~ Soil Wall Delays | 10090NX | 0.000 |
1.000 |
$13,346.720 |
LS | 0.0 |
| 8012 | EW~ Excavation/Refill for Sawcutting | 10090NX | 0.000 |
1.000 |
$2,995.000 |
LS | 0.0 |
| 8013 | EW~ Reschedule Training | 10090NX | 0.000 |
1.000 |
$3,020.000 |
LS | 0.0 |
| 8014 | SOIL NAIL WALL INSTRUMENTATION (Mod #1) | 20712ND | 0.000 |
1.000 |
$30,369.000 |
LS | 0.0 |
| 8016 | EW~ Quality Control Additional Compensation | 10090NX | 0.000 |
1.000 |
$7,512.750 |
LS | 0.0 |
| 8079 | COST PLUS WORK FABRIC DRAINS | 10080NS | 0.000 |
1.000 |
$742.570 |
LS | 0.0 |
Category Total $591,705.03 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0003 | CATEGORY Description | GAS LINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1490 | TIE-IN 4 INCH PLASTIC & STEEL | 03464 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1500 | TIE-IN 6 INCH PLASTIC & STEEL | 03466 | 5.000 |
5.000 |
$3,000.000 |
EACH | 0.1 |
| 1510 | TIE-IN 8 INCH PLASTIC & STEEL | 03468 | 5.000 |
5.000 |
$4,000.000 |
EACH | 0.2 |
| 1520 | TIE-IN 12 INCH PLASTIC & STEEL | 03472 | 5.000 |
5.000 |
$5,000.000 |
EACH | 0.2 |
| 1530 | GAS MAIN 4" PL INSTALL | 20713ED | 95.000 |
95.000 |
$17.850 |
LF | 0.0 |
| 1540 | GAS MAIN 4" SWPC INSTALL | 20714ED | 15.000 |
15.000 |
$23.120 |
LF | 0.0 |
| 1550 | GAS MAIN 6" SWPC INSTALL | 20715ED | 1.000 |
1.000 |
$29.260 |
LF | 0.0 |
| 1560 | GAS MAIN 6" PL INSTALL | 20716ED | 1,432.000 |
1,432.000 |
$21.370 |
LF | 0.3 |
| 1570 | GAS MAIN 8" SWPC INSTALL | 20717ED | 540.000 |
540.000 |
$35.410 |
LF | 0.2 |
| 1580 | GAS MAIN 8" PL INSTALL | 20718ED | 630.000 |
630.000 |
$30.570 |
LF | 0.2 |
| 1590 | GAS MAIN 12" SWPC INSTALL | 20719ED | 705.000 |
705.000 |
$47.720 |
LF | 0.3 |
| 1600 | GAS MAIN 16" SWPC INSTALL | 20720ED | 1,620.000 |
1,620.000 |
$60.010 |
LF | 0.9 |
| 1610 | HYDROSTATIC TEST 8" MAIN | 20721ND | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 1620 | HYDROSTATIC TEST 12" MAIN | 20722ND | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 1630 | CASING 6" SWPC INSTALL | 20723ED | 76.000 |
76.000 |
$15.000 |
LF | 0.0 |
| 1640 | CASING 8" SWPC INSTALL | 20724ED | 114.000 |
114.000 |
$16.000 |
LF | 0.0 |
| 1650 | CASING 12" SWPC INSTALL | 20725ED | 50.000 |
50.000 |
$18.000 |
LF | 0.0 |
| 1660 | VALVE ASSEMBLY 4" PL INSTALL | 20726ND | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 1670 | VALVE ASSEMBLY 6" SWPC INSTALL | 20727ND | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 1680 | VALVE ASSEMBLY 8" PL INSTALL | 20728ND | 1.000 |
1.000 |
$350.000 |
EACH | 0.0 |
| 1690 | VALVE ASSEMBLY 8" SWPC INSTALL | 20729ND | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 1700 | SERVICE PIPING LONG-SIDE M-C INST 1" | 20730ND | 20.000 |
20.000 |
$450.000 |
EACH | 0.1 |
| 1710 | SERVICE PIPING SHORT-SIDE M-C INST 1" | 20731ND | 22.000 |
22.000 |
$300.000 |
EACH | 0.1 |
| 1720 | SERVICE PIPING LONG-SIDE M-C INST 2" | 20732ND | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 1730 | SERVICE PIPING LONG-SIDE M-C INST 3" | 20733ND | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 1740 | GAS REGULATOR SYSTEM STATION INSTALL | 20734ND | 1.000 |
1.000 |
$30,000.000 |
LS | 0.3 |
| 2650 | GAS UTILITY COORDINATION | 20818ND | 1.000 |
1.000 |
$20,000.000 |
LS | 0.2 |
Category Total $345,426.95 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0004 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1750 | STEEL ENCASEMENT PIPE-18 INCH BORE & JACK | 01075 | 118.000 |
118.000 |
$230.000 |
LF | 0.3 |
| 1760 | STEEL ENCASEMENT PIPE-20 INCH BORE & JACK | 01076 | 250.000 |
250.000 |
$323.500 |
LF | 0.8 |
| 1770 | DUCTILE IRON PIPE-6 INCH | 01093 | 45.000 |
45.000 |
$100.000 |
LF | 0.0 |
| 1780 | DUCTILE IRON PIPE-8 INCH | 01095 | 1,901.000 |
1,901.000 |
$47.250 |
LF | 0.8 |
| 1790 | DUCTILE IRON PIPE-10 INCH | 01097 | 38.000 |
38.000 |
$100.000 |
LF | 0.0 |
| 1800 | DUCTILE IRON PIPE-12 INCH | 01099 | 4,712.000 |
4,712.000 |
$55.000 |
LF | 2.4 |
| 1810 | REMOVE & RESET FIRE HYDRANT | 02605 | 9.000 |
9.000 |
$1,765.000 |
EACH | 0.1 |
| 1820 | PVC PIPE-12 INCH | 03391 | 370.000 |
370.000 |
$56.150 |
LF | 0.2 |
| 1830 | REMOVE AND RELOCATE METER | 03432 | 10.000 |
10.000 |
$500.000 |
EACH | 0.0 |
| 1840 | TIE-IN 6 INCH TO WATER LINE | 03466 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.1 |
| 1850 | TIE-IN 8 INCH TO WATER LINE | 03468 | 8.000 |
8.000 |
$2,500.000 |
EACH | 0.2 |
| 1860 | TIE-IN 10 INCH TO WATER LINE | 03470 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 1870 | TIE-IN 12 INCH TO WATER LINE | 03472 | 20.000 |
20.000 |
$3,200.000 |
EACH | 0.6 |
| 1880 | GATE VALVE-6 INCH | 03526 | 4.000 |
4.000 |
$610.000 |
EACH | 0.0 |
| 1890 | GATE VALVE-8 INCH | 03528 | 10.000 |
10.000 |
$885.000 |
EACH | 0.1 |
| 1900 | GATE VALVE-10 INCH | 03530 | 1.000 |
1.000 |
$1,250.000 |
EACH | 0.0 |
| 1910 | GATE VALVE-12 INCH | 03532 | 17.000 |
17.000 |
$1,465.000 |
EACH | 0.2 |
| 1920 | EXTEND WATER SERVICE LINE | 20699ED | 115.000 |
115.000 |
$50.000 |
LF | 0.1 |
| 1930 | RELOCATE AIR RELEASE VALVE | 20735ND | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 8038 | ADJUST FIRE HYDRANT | 03426 | 0.000 |
8.000 |
$2,205.000 |
EACH | 0.0 |
| 8045 | COST PLUS WORK RELOCATE AIR RELEASE VALVE | 10080NS | 0.000 |
1.000 |
$2,417.070 |
LS | 0.0 |
Category Total $647,452.75 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0005 | CATEGORY Description | SANITARY SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1940 | SEWER PIPE-8 INCH | 01052 | 840.000 |
840.000 |
$37.750 |
LF | 0.3 |
| 1950 | SEWER PIPE-15 INCH | 01055 | 81.000 |
81.000 |
$111.000 |
LF | 0.1 |
| 1960 | FILL AND CAP MANHOLE | 01786 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 1970 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 17.000 |
7.000 |
$250.000 |
EACH | 0.0 |
| 1980 | SANITARY SEWER MANHOLE | 01799 | 5.000 |
7.000 |
$3,000.000 |
EACH | 0.1 |
| 1990 | SAFELOADING | 02690 | 90.000 |
90.000 |
$100.000 |
CUYD | 0.1 |
| 2000 | PVC PIPE-6 INCH | 03385 | 350.000 |
350.000 |
$29.200 |
LF | 0.1 |
| 2010 | ADJUST WATER VALVE | 03425 | 9.000 |
9.000 |
$100.000 |
EACH | 0.0 |
| 2020 | TIE-IN 6 INCH SANITARY FORCE MAIN | 03466 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 2030 | TIE NEW SANITARY SEWER TO EXIST MANHOLE | 20736ND | 2.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 2040 | ADJUST WATER METER PIT TO GRADE | 20737ND | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 8039 | MANHOLE FRAME & LID WATER TIGHT | 99233NC | 0.000 |
8.000 |
$435.750 |
EACH | 0.0 |
| 8040 | DUCTILE IRON PIPE-8 INCH | 01095 | 0.000 |
366.000 |
$138.600 |
LF | 0.0 |
Category Total $91,521.00 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2050 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$501,474.450 |
LS | 4.7 |
| 2060 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$150,442.330 |
LS | 1.4 |
Category Total $651,916.78 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | 25256 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2070 | HANDRAIL-TYPE A-1 | 02611 | 578.700 |
578.700 |
$75.600 |
LF | 0.4 |
| 2080 | FOUNDATION PREPARATION BARRIER WALL SOUTH | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2090 | FOUNDATION PREPARATION BARRIER WALL NORTH | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2100 | CONCRETE-CLASS A | 08100 | 377.700 |
377.700 |
$250.000 |
CUYD | 0.9 |
| 2110 | STEEL REINFORCEMENT | 08150 | 42,084.000 |
42,084.000 |
$0.650 |
LB | 0.3 |
Category Total $175,529.32 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | 25269 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2130 | REMOVE CONCRETE MASONRY | 02403 | 29.000 |
29.000 |
$100.000 |
CUYD | 0.0 |
| 2140 | FOUNDATION PREPARATION CULVERT | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 2150 | CONCRETE-CLASS A | 08100 | 86.600 |
86.600 |
$250.000 |
CUYD | 0.2 |
| 2160 | STEEL REINFORCEMENT | 08150 | 7,128.000 |
7,128.000 |
$0.650 |
LB | 0.0 |
Category Total $34,183.20 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0009 | CATEGORY Description | SIGNALS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2170 | CONDUIT-1 1/4 INCH | 04793 | 1,950.000 |
1,950.000 |
$6.300 |
LF | 0.1 |
| 2180 | CONDUIT-2 INCH | 04795 | 1,675.000 |
1,588.000 |
$9.450 |
LF | 0.1 |
| 2190 | JUNCTION BOX TYPE B | 04811 | 24.000 |
24.000 |
$273.000 |
EACH | 0.1 |
| 2200 | TRENCHING AND BACKFILLING | 04820 | 1,285.000 |
1,285.000 |
$3.680 |
LF | 0.0 |
| 2210 | OPEN CUT ROADWAY | 04821 | 175.000 |
235.000 |
$57.750 |
LF | 0.1 |
| 2220 | LOOP WIRE | 04830 | 20,195.000 |
20,195.000 |
$0.260 |
LF | 0.0 |
| 2230 | CABLE-NO. 14/5C | 04844 | 16,815.000 |
18,701.000 |
$1.030 |
LF | 0.2 |
| 2240 | CABLE-NO. 14/7C | 04845 | 1,155.000 |
1,413.000 |
$1.050 |
LF | 0.0 |
| 2250 | CABLE-NO. 14/1 PAIR | 04850 | 13,515.000 |
15,645.000 |
$1.050 |
LF | 0.1 |
| 2260 | POLE 35 FT WOODEN | 04871 | 1.000 |
1.000 |
$761.250 |
EACH | 0.0 |
| 2270 | STEEL STRAIN POLE | 04880 | 17.000 |
17.000 |
$10,027.500 |
EACH | 1.6 |
| 2280 | SIGNAL PEDESTAL | 04882 | 14.000 |
14.000 |
$2,927.400 |
EACH | 0.4 |
| 2290 | ANCHOR | 04884 | 9.000 |
9.000 |
$269.850 |
EACH | 0.0 |
| 2300 | MESSENGER-10800 LB | 04885 | 3,225.000 |
3,716.000 |
$1.680 |
LF | 0.1 |
| 2310 | MESSENGER-15400 LB | 04886 | 200.000 |
200.000 |
$1.790 |
LF | 0.0 |
| 2320 | LOOP SAW SLOT AND FILL | 04895 | 8,635.000 |
8,635.000 |
$8.930 |
LF | 0.7 |
| 2330 | PEDESTRIAN DETECTOR | 04900 | 50.000 |
50.000 |
$244.650 |
EACH | 0.1 |
| 2340 | SIGNAL-3 SECTION 12 INCH | 04912 | 70.000 |
71.000 |
$790.650 |
EACH | 0.5 |
| 2350 | SIGNAL-4 SECTION 12 INCH | 04913 | 3.000 |
3.000 |
$1,003.800 |
EACH | 0.0 |
| 2360 | SIGNAL-5 SECTION 12 INCH | 04914 | 4.000 |
4.000 |
$1,179.150 |
EACH | 0.0 |
| 2370 | SIGNAL-PEDESTRIAN | 04916 | 50.000 |
50.000 |
$791.700 |
EACH | 0.4 |
| 2380 | INSTALL CONTROLLER TYPE 170 | 04931 | 7.000 |
7.000 |
$2,100.000 |
EACH | 0.1 |
| 2390 | REMOVE POLE | 04939 | 1.000 |
1.000 |
$420.000 |
EACH | 0.0 |
| 2400 | REMOVE SIGNAL EQUIPMENT | 04950 | 7.000 |
7.000 |
$420.000 |
EACH | 0.0 |
| 2410 | INSTALL SPAN MOUNTED SIGN | 06472 | 4.000 |
4.000 |
$57.750 |
EACH | 0.0 |
| 2420 | INSTALL POLE MOUNTED SIGN | 20631ND | 2.000 |
2.000 |
$57.750 |
EACH | 0.0 |
| 8021 | EW~ ANCHOR BOLTS | 10090NX | 0.000 |
1.000 |
$1,525.700 |
LS | 0.0 |
| 8022 | EW~ REMOVE SPARE CONDUIT | 10093EX | 0.000 |
182.000 |
$9.710 |
LF | 0.0 |
| 8023 | MAINTAIN & CONTROL TRAFFIC MODIFIED | 02650 | 0.000 |
1.000 |
$1,686.280 |
LS | 0.0 |
| 8024 | CABLE-NO. 14/5C MODIFIED | 04844 | 0.000 |
801.000 |
$0.710 |
LF | 0.0 |
| 8025 | CABLE-NO. 14/7C MODIFIED | 04845 | 0.000 |
405.000 |
$0.870 |
LF | 0.0 |
| 8026 | CABLE-NO. 14/1 PAIR MODIFIED | 04850 | 0.000 |
780.000 |
$0.800 |
LF | 0.0 |
| 8027 | MESSENGER-15400 LB MODIFIED | 04886 | 0.000 |
89.000 |
$1.770 |
LF | 0.0 |
| 8028 | EW~ RELOCATE SIGNAL HEAD | 10094NX | 0.000 |
14.000 |
$194.610 |
EACH | 0.0 |
| 8029 | INSTALL STEEL STRAIN POLE | 04932 | 0.000 |
2.000 |
$2,977.730 |
EACH | 0.0 |
| 8030 | REMOVE SIGNAL EQUIPMENT MODIFIED | 04950 | 0.000 |
1.000 |
$416.730 |
EACH | 0.0 |
| 8049 | EW~ ENCUMBER FUNDS REPLACE STRAIN POLES | 10098NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8070 | TRAFFIC SIGNAL MODIFY SIGNAL HEAD | 21822NN | 0.000 |
2.000 |
$282.020 |
LS | 0.0 |
| 8093 | COST PLUS WORK Change LED Lights | 10080NSD | 0.000 |
265.200 |
$1.000 |
DOLL | 0.0 |
| 8097 | COST PLUS WORK Install Radios | 10080NSD | 0.000 |
3,386.860 |
$1.000 |
DOLL | 0.0 |
| 8098 | COST PLUS WORK Relocate Electric Service | 10080NSD | 0.000 |
3,863.230 |
$1.000 |
DOLL | 0.0 |
| 8100 | STEEL STRAIN POLE Replace strain pole with decorative pole | 04880 | 0.000 |
2.000 |
$9,816.115 |
EACH | 0.0 |
Category Total $518,299.50 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0010 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2430 | POLE BASE | 04740 | 10.000 |
10.000 |
$598.500 |
EACH | 0.1 |
| 2440 | HPS LUMINAIRE WALL PACK | 04771 | 22.000 |
22.000 |
$317.100 |
EACH | 0.1 |
| 2450 | FUSED CONNECTOR KIT | 04780 | 20.000 |
20.000 |
$50.930 |
EACH | 0.0 |
| 2460 | CONDUIT-1 1/4 INCH | 04793 | 1,600.000 |
1,600.000 |
$6.300 |
LF | 0.1 |
| 2470 | CONDUIT-2 INCH | 04795 | 1,350.000 |
1,350.000 |
$9.450 |
LF | 0.1 |
| 2480 | CONDUIT-3 INCH | 04797 | 300.000 |
565.000 |
$31.500 |
LF | 0.1 |
| 2490 | MARKER | 04800 | 6.000 |
6.000 |
$57.750 |
EACH | 0.0 |
| 2500 | JUNCTION BOX TYPE B | 04811 | 5.000 |
6.000 |
$283.500 |
EACH | 0.0 |
| 2510 | TRENCHING AND BACKFILLING | 04820 | 1,600.000 |
1,600.000 |
$3.680 |
LF | 0.1 |
| 2520 | WIRE-NO. 12 | 04832 | 1,200.000 |
1,200.000 |
$0.380 |
LF | 0.0 |
| 2530 | WIRE-NO. 8 | 04833 | 4,800.000 |
4,800.000 |
$0.590 |
LF | 0.0 |
| 2540 | WIRE-NO. 6 | 04834 | 4,800.000 |
5,700.000 |
$0.690 |
LF | 0.0 |
| 2550 | REMOVE POLE BASE | 04941 | 10.000 |
10.000 |
$157.500 |
EACH | 0.0 |
| 2560 | REMOVE STORE & REINSTALL POLE | 04942 | 10.000 |
10.000 |
$210.000 |
EACH | 0.0 |
| 2570 | JUNCTION BOX 6X6X6 | 20630ND | 32.000 |
32.000 |
$315.000 |
EACH | 0.1 |
| 8001 | COST PLUS WORK ARTIMIS Relocation | 10080NS | 0.000 |
1.000 |
$1,795.360 |
LS | 0.0 |
| 8003 | LIGHTING CONTROL EQUIPMENT | 04761 | 0.000 |
1.000 |
$9,500.000 |
EACH | 0.0 |
| 8004 | ELECTRICAL SERVICE | 04899 | 0.000 |
1.000 |
$950.000 |
EACH | 0.0 |
| 8091 | COST PLUS WORK Repair wire at BP | 10080NSD | 0.000 |
1,067.720 |
$1.000 |
DOLL | 0.0 |
| 8094 | COST PLUS WORK Remove Light Pole | 10080NSD | 0.000 |
1,147.160 |
$1.000 |
DOLL | 0.0 |
Category Total $74,274.30 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0011 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2580 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | 2.000 |
2.000 |
$4,446.750 |
EACH | 0.1 |
| 2590 | CLASS A CONCRETE FOR SIGNS | 06490 | 26.600 |
26.600 |
$427.350 |
CUYD | 0.1 |
| 2600 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 2,362.000 |
2,362.000 |
$1.330 |
LB | 0.0 |
| 2610 | ROADWAY CROSS SECTION | 20419ED | 1.000 |
1.000 |
$420.000 |
EACH | 0.0 |
| 2660 | OSS ALUMINUM 105 FT TRUSS | 06457 | 1.000 |
1.000 |
$51,180.150 |
EACH | 0.5 |
Category Total $75,002.62 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0012 | CATEGORY Description | SIGNING-AA1 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2620 | SBM ALUMINUM PANEL SIGNS | 06405 | 621.000 |
621.000 |
$15.400 |
SQFT | 0.1 |
Category Total $9,563.40 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0013 | CATEGORY Description | SIGNING-AA2 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
Category Total $0.00 |
| SM- Project | DE00810170521 | CATEGORY NUMBER | 0014 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0990 | CONDUIT-2 INCH | 04795 | 140.000 |
140.000 |
$9.450 |
LF | 0.0 |
| 1000 | JUNCTION BOX TYPE B | 04811 | 2.000 |
2.000 |
$273.000 |
EACH | 0.0 |
| 1020 | TRENCHING AND BACKFILLING | 04820 | 130.000 |
270.000 |
$3.680 |
LF | 0.0 |
| 1030 | LOOP WIRE | 04830 | 1,650.000 |
1,650.000 |
$0.260 |
LF | 0.0 |
| 1040 | CABLE-NO. 14/1 PAIR | 04850 | 600.000 |
600.000 |
$1.050 |
LF | 0.0 |
| 1050 | LOOP SAW SLOT AND FILL | 04895 | 365.000 |
365.000 |
$8.930 |
LF | 0.0 |
| 1330 | GALVANIZED STEEL CABINET | 20359EC | 1.000 |
1.000 |
$250.950 |
EACH | 0.0 |
| 1340 | WOOD POST | 20360ES818 | 1.000 |
1.000 |
$57.750 |
EACH | 0.0 |
Category Total $6,974.55 |