|
Item List 051231 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051231 | Primary Project Number | DE11400650531 |
| Contract Description | TENNESSEE STATE LINE-ELIZABETHTOWN ROAD (I-65) | ||
| Primary County | WARREN | Fed/St Number | IM-NH 65-1 (78) 19 |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 31,431,407.13 | ||
| SM- Project | DE11400650531 |
| Fed/State Number | IM-NH 65-1 (78) 19 |
| Project Description | TENNESSEE STATE LINE-ELIZABETHTOWN ROAD (I-65) |
| *********** |
| SM- Project | DE11400650531 | 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 | 00001M | 156,785.000 |
131,911.000 |
$15.250 |
MTON | 7.6 |
| 0020 | CRUSHED STONE BASE | 00003M | 190.000 |
190.000 |
$15.850 |
MTON | 0.0 |
| 0030 | CRUSHED STONE BASE | 00003M | 7,199.000 |
0.000 |
$15.850 |
MTON | 0.4 |
| 0040 | LIME STABILIZED ROADBED | 00013M | 140,935.000 |
0.000 |
$3.350 |
SQ M | 1.5 |
| 0050 | LIME | 00014M | 2,917.000 |
0.000 |
$138.700 |
MTON | 1.3 |
| 0060 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 112,225.000 |
101,425.000 |
$35.010 |
MTON | 12.5 |
| 0070 | CRUSHED AGGREGATE SIZE NO 2 PERF PIPE HDWL | 00078M | 127.000 |
127.000 |
$75.000 |
MTON | 0.0 |
| 0080 | CRUSHED AGGREGATE SIZE NO 2 SUBGRADE STABILIZATION | 00078M | 20,000.000 |
20,000.000 |
$15.850 |
MTON | 1.0 |
| 0090 | ASPHALT SEAL AGGREGATE | 00100M | 608.000 |
608.000 |
$48.550 |
MTON | 0.1 |
| 0100 | LEVELING & WEDGING PG64-22 | 00190M | 4,502.000 |
4,502.000 |
$48.180 |
MTON | 0.7 |
| 0110 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | 52,602.000 |
52,602.000 |
$40.880 |
MTON | 6.8 |
| 0120 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | 84,725.000 |
79,725.000 |
$40.830 |
MTON | 11.0 |
| 0130 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | 23,535.000 |
23,535.000 |
$42.060 |
MTON | 3.1 |
| 0140 | CL4 ASPH BASE 19.0D PG76-22 | 00228M | 39,202.000 |
39,202.000 |
$45.420 |
MTON | 5.7 |
| 0150 | EMULSIFIED ASPHALT RS-2 | 00291M | 73.000 |
73.000 |
$440.000 |
MTON | 0.1 |
| 0160 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | 34,620.000 |
26,347.000 |
$45.520 |
MTON | 5.0 |
| 0170 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | 20,763.000 |
20,763.000 |
$53.420 |
MTON | 3.5 |
| 0180 | ASPHALT PLACEMENT WITH MTV | 00338M | 142,321.000 |
142,321.000 |
$1.250 |
MTON | 0.6 |
| 0190 | ASPHALT CURING SEAL | 00358M | 109.000 |
109.000 |
$275.000 |
MTON | 0.1 |
| 0200 | STORM SEWER PIPE-375 MM | 00521M | 485.300 |
485.300 |
$144.110 |
M | 0.2 |
| 0210 | STORM SEWER PIPE-450 MM | 00522M | 1,250.000 |
1,250.000 |
$150.270 |
M | 0.6 |
| 0220 | STORM SEWER PIPE-600 MM | 00524M | 278.200 |
278.200 |
$166.380 |
M | 0.1 |
| 0230 | STORM SEWER PIPE-1050 MM | 00529M | 20.600 |
20.600 |
$228.870 |
M | 0.0 |
| 0240 | SLOTTED DRAIN PIPE-450 MM | 00982M | 200.000 |
200.000 |
$395.000 |
M | 0.3 |
| 0250 | PERFORATED PIPE-100 MM | 01000M | 11,815.000 |
11,815.000 |
$13.000 |
M | 0.5 |
| 0260 | PERFORATED PIPE-150 MM | 01001M | 6,555.000 |
6,555.000 |
$15.900 |
M | 0.3 |
| 0270 | NON-PERFORATED PIPE-100 MM | 01010M | 322.800 |
322.800 |
$29.500 |
M | 0.0 |
| 0280 | NON-PERFORATED PIPE-150 MM | 01011M | 31.500 |
31.500 |
$29.500 |
M | 0.0 |
| 0290 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$27,000.000 |
LS | 0.1 |
| 0300 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0310 | PERF PIPE HEADWALL TY 2-100 MM | 01024M | 5.000 |
5.000 |
$450.000 |
EACH | 0.0 |
| 0320 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | 68.000 |
68.000 |
$475.000 |
EACH | 0.1 |
| 0330 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | 51.000 |
51.000 |
$475.000 |
EACH | 0.1 |
| 0340 | S & F BOX INLET-OUTLET-450 MM | 01450M | 12.000 |
12.000 |
$1,900.000 |
EACH | 0.1 |
| 0350 | S & F BOX INLET-OUTLET-600 MM | 01451M | 7.000 |
7.000 |
$260.000 |
EACH | 0.0 |
| 0360 | DROP BOX INLET TYPE 1 | 01490 | 4.000 |
4.000 |
$260.000 |
EACH | 0.0 |
| 0370 | DROP BOX INLET TYPE 5A | 01502 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0380 | DROP BOX INLET TYPE 5C | 01508 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0390 | DROP BOX INLET TYPE 5D | 01511 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.0 |
| 0400 | DROP BOX INLET TYPE 5E | 01514 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
| 0410 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 0420 | CONC MED BARR BOX INLET TY 14A2 | 01614 | 4.000 |
0.000 |
$6,750.000 |
EACH | 0.1 |
| 0430 | CONC MED BARR BOX INLET TY 14B2 | 01615 | 34.000 |
0.000 |
$6,750.000 |
EACH | 0.7 |
| 0440 | CONC MED BARR BOX INLET TY 14B1 | 01616 | 23.000 |
0.000 |
$6,750.000 |
EACH | 0.5 |
| 0450 | CORED HOLE DRAINAGE BOX CON-150 MM | 01741M | 63.000 |
63.000 |
$50.000 |
EACH | 0.0 |
| 0460 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 862.000 |
862.000 |
$6.100 |
EACH | 0.0 |
| 0470 | INSTALL TEMP CONC MED BARR | 01992M | 20,227.000 |
20,227.000 |
$18.000 |
M | 1.2 |
| 0480 | RELOCATE TEMP CONC MED BARRIER | 02003M | 19,654.800 |
19,654.800 |
$16.970 |
M | 1.1 |
| 0490 | REMOVE PAVEMENT | 02091M | 83,249.000 |
83,249.000 |
$11.110 |
SQ M | 2.9 |
| 0500 | TEMPORARY DITCH | 02159M | 8,856.000 |
8,856.000 |
$3.300 |
M | 0.1 |
| 0510 | REMOVE PAVED DITCH | 02165M | 2,170.260 |
2,170.260 |
$9.000 |
SQ M | 0.1 |
| 0520 | ROADWAY EXCAVATION | 02200M | 115,215.000 |
115,861.000 |
$9.430 |
CU M | 3.5 |
| 0530 | FENCE-TEMPORARY | 02259M | 1,000.000 |
1,000.000 |
$8.000 |
M | 0.0 |
| 0540 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 18,256.340 |
18,256.340 |
$12.550 |
M | 0.7 |
| 0550 | REMOVE FENCE | 02265M | 18,256.340 |
18,256.340 |
$6.550 |
M | 0.4 |
| 0560 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 2,390.740 |
2,390.740 |
$50.640 |
M | 0.4 |
| 0570 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 19.000 |
19.000 |
$625.000 |
EACH | 0.0 |
| 0580 | REMOVE GUARDRAIL | 02381M | 3,422.850 |
3,422.850 |
$5.280 |
M | 0.1 |
| 0590 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 22.000 |
22.000 |
$1,930.000 |
EACH | 0.1 |
| 0600 | REMOVE GUARDRAIL END TREATMENT | 02396 | 23.000 |
23.000 |
$163.000 |
EACH | 0.0 |
| 0610 | CLEAN SINKHOLE | 02469 | 20.000 |
20.000 |
$800.000 |
EACH | 0.1 |
| 0620 | CHANNEL LINING CLASS II | 02483M | 7,657.000 |
7,657.000 |
$22.000 |
MTON | 0.5 |
| 0630 | CHANNEL LINING CLASS III | 02484M | 1,720.000 |
1,720.000 |
$24.000 |
MTON | 0.1 |
| 0640 | CLEARING AND GRUBBING 29.02 HECTARES | 02545 | 1.000 |
1.000 |
$76,600.000 |
LS | 0.2 |
| 0650 | CONCRETE-CLASS B | 02555M | 6.390 |
6.390 |
$450.000 |
CU M | 0.0 |
| 0660 | SIGNS | 02562M | 123.300 |
123.300 |
$100.000 |
SQ M | 0.0 |
| 0670 | DELINEATOR POSTS | 02567 | 296.000 |
296.000 |
$26.250 |
EACH | 0.0 |
| 0680 | FABRIC-GEOTEXTILE TYPE III | 02598M | 2,500.000 |
2,500.000 |
$1.500 |
SQ M | 0.0 |
| 0690 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 35,000.000 |
35,000.000 |
$1.500 |
SQ M | 0.2 |
| 0700 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$525,000.000 |
LS | 1.7 |
| 0710 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$2,550.000 |
EACH | 0.0 |
| 0720 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 6.000 |
6.000 |
$14,750.000 |
EACH | 0.3 |
| 0730 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,250.000 |
LS | 0.0 |
| 0740 | ASPH PAVE MILLING & TEXTURING | 02677M | 1,200.000 |
1,200.000 |
$29.700 |
MTON | 0.1 |
| 0750 | SAFELOADING | 02690M | 58.530 |
58.530 |
$250.000 |
CU M | 0.0 |
| 0760 | TEMPORARY SILT FENCE | 02701M | 8,856.000 |
8,856.000 |
$6.000 |
M | 0.2 |
| 0770 | SAND FOR BLOTTER | 02702M | 381.000 |
381.000 |
$20.000 |
MTON | 0.0 |
| 0780 | SILT TRAP TYPE A | 02703 | 25.000 |
25.000 |
$300.000 |
EACH | 0.0 |
| 0790 | SILT TRAP TYPE B | 02704 | 114.000 |
114.000 |
$250.000 |
EACH | 0.1 |
| 0800 | CLEAN SILT TRAP TYPE A | 02706 | 75.000 |
75.000 |
$75.000 |
EACH | 0.0 |
| 0810 | CLEAN SILT TRAP TYPE B | 02707 | 342.000 |
342.000 |
$60.000 |
EACH | 0.1 |
| 0820 | CLEAN TEMPORARY SILT FENCE | 02709M | 17,712.000 |
17,712.000 |
$0.250 |
M | 0.0 |
| 0830 | STAKING | 02726 | 1.000 |
1.000 |
$176,750.000 |
LS | 0.6 |
| 0840 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.0 |
| 0850 | CRASH CUSHION TYPE VI-T | 02894 | 4.000 |
4.000 |
$7,500.000 |
EACH | 0.1 |
| 0860 | RELOCATE CRASH CUSHION | 02898 | 6.000 |
6.000 |
$2,200.000 |
EACH | 0.0 |
| 0870 | TUBULAR MARKERS | 03225 | 88.000 |
88.000 |
$35.000 |
EACH | 0.0 |
| 0880 | EROSION CONTROL BLANKET | 05950M | 21,444.000 |
21,444.000 |
$1.400 |
SQ M | 0.1 |
| 0890 | TEMPORARY MULCH | 05952M | 32,240.000 |
32,240.000 |
$0.180 |
SQ M | 0.0 |
| 0900 | TOPDRESSING FERTILIZER | 05966M | 10.140 |
10.140 |
$425.000 |
MTON | 0.0 |
| 0910 | SEEDING AND PROTECTION | 05985M | 180,172.000 |
180,172.000 |
$0.360 |
SQ M | 0.2 |
| 0920 | SPECIAL SEEDING CROWN VETCH | 05989M | 8,703.000 |
8,703.000 |
$0.300 |
SQ M | 0.0 |
| 0930 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | 98,836.000 |
98,836.000 |
$0.590 |
M | 0.2 |
| 0940 | PAVE STRIPING-THERMO-150 MM W | 06542M | 28,406.000 |
28,406.000 |
$1.920 |
M | 0.2 |
| 0950 | PAVE STRIPING-THERMO-150 MM Y | 06543M | 18,458.000 |
18,458.000 |
$1.920 |
M | 0.1 |
| 0960 | PAVE STRIPING-THERMO-300 MM W | 06546M | 1,560.000 |
1,560.000 |
$3.840 |
M | 0.0 |
| 0970 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 1,000.000 |
1,000.000 |
$3.570 |
M | 0.0 |
| 0980 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 1,000.000 |
1,000.000 |
$3.570 |
M | 0.0 |
| 0990 | PAVE STRIPING-TEMP NR TAPE-W | 06552M | 53,350.000 |
53,350.000 |
$2.460 |
M | 0.4 |
| 1000 | PAVE STRIPING-TEMP NR TAPE-Y | 06553M | 45,486.000 |
45,486.000 |
$2.460 |
M | 0.4 |
| 1010 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 663.000 |
663.000 |
$6.980 |
EACH | 0.0 |
| 1020 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 1,860.000 |
1,860.000 |
$21.950 |
EACH | 0.1 |
| 1030 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 74.000 |
74.000 |
$21.950 |
EACH | 0.0 |
| 1040 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 786.000 |
786.000 |
$6.000 |
EACH | 0.0 |
| 1050 | CONCRETE-CLASS A | 08100M | 4.930 |
4.930 |
$1,100.000 |
CU M | 0.0 |
| 1060 | STEEL REINFORCEMENT | 08150M | 10.000 |
10.000 |
$2.250 |
KG | 0.0 |
| 1070 | CHAIN LINK FENCE-1.2 M | 08710M | 330.000 |
330.000 |
$35.000 |
M | 0.0 |
| 1080 | REMOVE CRASH CUSHION | 20432MS112 | 4.000 |
4.000 |
$1,400.000 |
EACH | 0.0 |
| 1090 | SILT TRAP TYPE C | 20496NS843 | 62.000 |
62.000 |
$300.000 |
EACH | 0.1 |
| 1100 | CLEAN SILT TRAP TYPE C | 20497NS843 | 186.000 |
186.000 |
$50.000 |
EACH | 0.0 |
| 1110 | MILLED RUMBLE STRIPS | 20527MD | 36,088.000 |
36,088.000 |
$0.650 |
M | 0.1 |
| 1120 | TRAFFIC MONITORING | 20528ND | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 1130 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 1140 | CONCRETE MEDIAN BARRIER TYPE 14C50 | 20669MD | 6,896.110 |
6,896.110 |
$195.000 |
M | 4.3 |
| 1150 | CONCRETE MEDIAN BARRIER TYPE 14C1A50 | 20670MD | 92.000 |
92.000 |
$952.000 |
M | 0.3 |
| 1160 | BORE AND JACK PIPE-450MM | 20673MS706 | 280.400 |
280.400 |
$653.000 |
M | 0.6 |
| 1170 | CONCRETE MEDIAN BARRIER TY 14C2(50) | 20929MD | 82.540 |
82.540 |
$510.000 |
M | 0.1 |
| 1180 | RUBBLIZE PAVEMENT | 20930MD | 58,764.000 |
58,764.000 |
$2.190 |
SQ M | 0.4 |
| 1190 | DELINEATOR BASE | 20931ND | 296.000 |
296.000 |
$12.050 |
EACH | 0.0 |
| 1200 | CONC MEDIAN BARRIER BOX INLET TY 14A1 | 20932ND | 1.000 |
0.000 |
$6,500.000 |
EACH | 0.0 |
| 1210 | CONC MED BARRIER BOX INLET TY 14A2-B MODIFIED | 20933ND | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 1220 | CONC MED BARRIER BOX INLET TY 14B2-B MODIFIED | 20934ND | 7.000 |
7.000 |
$4,500.000 |
EACH | 0.1 |
| 1230 | BORE AND JACK PIPE-600MM | 20935MD | 142.600 |
142.600 |
$920.000 |
M | 0.4 |
| 1250 | EDGE KEY | 20992MD | 48.000 |
48.000 |
$91.000 |
M | 0.0 |
| 1260 | CRASH CUSHION REPLACEMENT ELEMENTS | 20998ND | 8.000 |
8.000 |
$2,200.000 |
EACH | 0.1 |
| 1270 | WATER BLASTING EXISTING STRIPE | 20999MD | 3,000.000 |
3,000.000 |
$2.550 |
M | 0.0 |
| 1970 | GRANULAR EMBANKMENT | 02223M | 400.000 |
400.000 |
$25.000 |
CU M | 0.0 |
| 8000 | CONC MED BARR BOX INLET TY 14A2 Modified by VE Proposal | 01614 | 0.000 |
4.000 |
$6,000.000 |
EACH | 0.0 |
| 8001 | CONC MED BARR BOX INLET TY 14B2 Modified by VE Proposal | 01615 | 0.000 |
34.000 |
$6,000.000 |
EACH | 0.0 |
| 8002 | CONC MED BARR BOX INLET TY 14B1 Modified by VE Proposal | 01616 | 0.000 |
23.000 |
$6,000.000 |
EACH | 0.0 |
| 8003 | CONC MEDIAN BARRIER BOX INLET TY 14A1 Modified by VE Proposal | 20932ND | 0.000 |
1.000 |
$5,750.000 |
EACH | 0.0 |
| 8004 | VALUE ENGINEERING Med. Barr. Box Revision | 10121NX | 0.000 |
23,250.000 |
$1.000 |
DOLL | 0.0 |
| 8005 | EW~ Washers for Barrier Wall | 10090NX | 0.000 |
1.000 |
$1,404.500 |
LS | 0.0 |
| 8007 | COST PLUS WORK Ducted Cable Relocation | 10080NS | 0.000 |
1.000 |
$3,012.390 |
LS | 0.0 |
| 8011 | FUEL ADJUSTMENT | 10020NS | 0.000 |
45,727.880 |
$1.000 |
DOLL | 0.0 |
| 8012 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
947,219.580 |
$1.000 |
DOLL | 0.0 |
Category Total $27,773,006.59 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 18259 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1290 | JACK & SUPPORT BRIDGE SPAN | 08435 | 1.000 |
1.000 |
$378,000.000 |
LS | 1.2 |
| 8006 | MASS CONCRETE | 10040MS | 0.000 |
3.820 |
$158.380 |
CU M | 0.0 |
Category Total $378,000.00 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1300 | REFERENCE MARKER | 04903 | 70.000 |
70.000 |
$115.000 |
EACH | 0.0 |
| 1310 | BARRIER MOUNTING BRACKET | 04904 | 34.000 |
34.000 |
$150.000 |
EACH | 0.0 |
| 1320 | OSS GALV STEEL CANTILEVER MOD | 06201 | 8.000 |
8.000 |
$16,428.000 |
EACH | 0.4 |
| 1330 | SBM ALUMINUM PANEL SIGNS | 06405M | 434.000 |
0.000 |
$157.480 |
SQ M | 0.2 |
| 1340 | SBM ALUM SHEET SIGNS 2 MM | 06406M | 5.000 |
5.000 |
$172.220 |
SQ M | 0.0 |
| 1350 | SBM ALUM SHEET SIGNS 3 MM | 06407M | 28.000 |
28.000 |
$182.560 |
SQ M | 0.0 |
| 1360 | STEEL POST TYPE 2 | 06411M | 190.000 |
190.000 |
$21.520 |
M | 0.0 |
| 1370 | STEEL POST MILE MARKERS | 06412 | 14.000 |
14.000 |
$111.140 |
EACH | 0.0 |
| 1380 | OSS ALUMINUM 24.4 M TRUSS | 06438M | 3.000 |
3.000 |
$50,090.800 |
EACH | 0.5 |
| 1390 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 1400 | REMOVE SIGN SUPPORT BEAM | 06451 | 69.000 |
69.000 |
$100.000 |
EACH | 0.0 |
| 1410 | OSS ALUMINUM 32.0 M TRUSS | 06457M | 1.000 |
1.000 |
$54,226.920 |
EACH | 0.2 |
| 1430 | CLASS A CONCRETE FOR SIGNS | 06490M | 278.000 |
278.000 |
$360.220 |
CU M | 0.3 |
| 1440 | STEEL REINFORCEMENT FOR SIGNS | 06491M | 12,674.000 |
12,674.000 |
$2.350 |
KG | 0.1 |
| 1450 | ROADWAY CROSS SECTION | 20419ED | 33.000 |
33.000 |
$150.000 |
EACH | 0.0 |
| 1460 | BARRIER WALL POST | 20912ND | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 1470 | MOVE CANTILEVER SIGN SUPPORT | 20995ND | 1.000 |
1.000 |
$1,750.000 |
EACH | 0.0 |
| 1480 | GMSS GALV STEEL TYPE C | 20996MD | 6,991.000 |
6,991.000 |
$12.010 |
KG | 0.3 |
| 1980 | OSS ALUMINUM 29.0 M TRUSS | 06453M | 1.000 |
1.000 |
$53,491.260 |
EACH | 0.2 |
| 8008 | SBM ALUMINUM PANEL SIGNS with Clearview Font and Type VIII or IX Copy | 06405M | 0.000 |
434.000 |
$178.270 |
SQ M | 0.0 |
Category Total $716,515.41 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0004 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1490 | POLE 9.1 MTG HT | 04700M | 8.000 |
8.000 |
$1,100.000 |
EACH | 0.0 |
| 1500 | POLE 12.2 MTG HT | 04701M | 76.000 |
76.000 |
$1,450.000 |
EACH | 0.4 |
| 1510 | BRACKET 1.2 M | 04720M | 8.000 |
8.000 |
$125.000 |
EACH | 0.0 |
| 1520 | BRACKET 3.7 M | 04724M | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 1530 | BRACKET C | 04730 | 75.000 |
75.000 |
$240.000 |
EACH | 0.1 |
| 1540 | POLE BASE | 04740 | 25.000 |
25.000 |
$600.000 |
EACH | 0.0 |
| 1550 | POLE BASE IN MEDIAN WALL | 04741 | 94.000 |
94.000 |
$2,500.000 |
EACH | 0.7 |
| 1560 | TRANSFORMER BASE | 04750 | 9.000 |
9.000 |
$270.000 |
EACH | 0.0 |
| 1570 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.0 |
| 1580 | HPS LUMINAIRE | 04770 | 9.000 |
9.000 |
$250.000 |
EACH | 0.0 |
| 1590 | FUSED CONNECTOR KIT | 04780 | 200.000 |
200.000 |
$60.000 |
EACH | 0.0 |
| 1600 | CONDUIT-31 MM | 04793M | 1,880.000 |
1,880.000 |
$7.000 |
M | 0.0 |
| 1610 | CONDUIT-75 MM | 04797M | 6,430.000 |
6,430.000 |
$16.500 |
M | 0.3 |
| 1620 | CONDUIT-88 MM | 04798M | 130.000 |
130.000 |
$25.000 |
M | 0.0 |
| 1630 | MARKER | 04800 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 1640 | JUNCTION BOX TYPE B | 04811 | 8.000 |
8.000 |
$260.000 |
EACH | 0.0 |
| 1650 | TRENCHING AND BACKFILLING | 04820M | 2,305.000 |
2,305.000 |
$7.500 |
M | 0.1 |
| 1660 | WIRE-NO. 12 | 04832M | 8,635.000 |
8,635.000 |
$0.500 |
M | 0.0 |
| 1670 | WIRE-NO. 2 | 04836M | 31,020.000 |
31,020.000 |
$3.500 |
M | 0.3 |
| 1680 | CABLE-NO. 2/3C DUCTED | 04863M | 1,595.000 |
1,595.000 |
$3.500 |
M | 0.0 |
| 1690 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 1700 | REMOVE STORE & REINSTALL POLE | 04942 | 16.000 |
16.000 |
$250.000 |
EACH | 0.0 |
| 1710 | JUNCTION BOX TYPE A | 20391ES835 | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 1720 | MAINTAIN LIGHTING | 20410ED | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 1730 | HPS LUMINAIRE 400 WATT | 20993ND | 75.000 |
75.000 |
$825.000 |
EACH | 0.2 |
Category Total $743,097.50 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1740 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,191,712.120 |
LS | 3.8 |
| 1750 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$446,892.040 |
LS | 1.4 |
Category Total $1,638,604.16 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0006 | CATEGORY Description | CULVERT | 25972 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1760 | REMOVE CONCRETE MASONRY | 02403M | 6.300 |
6.300 |
$400.000 |
CU M | 0.0 |
| 1770 | STRUCTURE EXCAVATION-COMMON | 08001M | 25.000 |
25.000 |
$35.000 |
CU M | 0.0 |
| 1780 | CONCRETE-CLASS A | 08100M | 27.100 |
27.100 |
$850.000 |
CU M | 0.1 |
| 1790 | STEEL REINFORCEMENT | 08150M | 1,623.000 |
1,623.000 |
$1.760 |
KG | 0.0 |
Category Total $29,286.48 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0007 | CATEGORY Description | CULVERT | 25973 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1800 | REMOVE CONCRETE MASONRY | 02403M | 4.700 |
4.700 |
$400.000 |
CU M | 0.0 |
| 1810 | STRUCTURE EXCAVATION-COMMON | 08001M | 23.000 |
23.000 |
$35.000 |
CU M | 0.0 |
| 1820 | CONCRETE-CLASS A | 08100M | 31.600 |
31.600 |
$850.000 |
CU M | 0.1 |
| 1830 | STEEL REINFORCEMENT | 08150M | 1,328.000 |
1,328.000 |
$1.760 |
KG | 0.0 |
Category Total $31,882.28 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0008 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1840 | CONDUIT-31 MM | 04793M | 40.000 |
40.000 |
$7.000 |
M | 0.0 |
| 1850 | CONDUIT-50 MM | 04795M | 338.000 |
338.000 |
$9.000 |
M | 0.0 |
| 1860 | TRENCHING AND BACKFILLING | 04820M | 205.000 |
205.000 |
$7.500 |
M | 0.0 |
| 1870 | PIEZOELECTRIC SENSOR | 04829 | 32.000 |
32.000 |
$1,900.000 |
EACH | 0.2 |
| 1880 | LOOP WIRE | 04830M | 2,165.000 |
2,165.000 |
$1.750 |
M | 0.0 |
| 1890 | CABLE-NO. 14/1 PAIR | 04850M | 750.000 |
750.000 |
$5.000 |
M | 0.0 |
| 1900 | LOOP SAW SLOT AND FILL | 04895M | 667.000 |
667.000 |
$49.500 |
M | 0.1 |
| 1910 | ELECTRICAL SERVICE | 04899 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 1920 | JUNCTION BOX TYPE A | 20391MS835 | 16.000 |
16.000 |
$350.000 |
EACH | 0.0 |
| 1930 | INSTALL PAD MOUNT ENCLOSURE | 20611NC | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 1940 | GALV STEEL CABINET | 20612NC | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1950 | WOOD POST | 20613NS818 | 4.000 |
4.000 |
$125.000 |
EACH | 0.0 |
Category Total $120,014.75 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0009 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1960 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,000.00 |
| SM- Project | DE11400650531 | CATEGORY NUMBER | 0010 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8009 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
94,000.000 |
$1.000 |
DOLL | 0.0 |
| 8010 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | 0.000 |
115,161.810 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |