|
Item List 030749 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030749 | Primary Project Number | X09801190504 |
| Contract Description | THE PIKEVILLE-SOUTH WILLIAMSON ROAD (US 119) | ||
| Primary County | PIKE | Fed/St Number | APD 119-2 (70), FD52 098 0119 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 33,340,101.96 | ||
| SM- Project | X09801190504 |
| Fed/State Number | APD 119-2 (70), FD52 098 0119 |
| Project Description | THE PIKEVILLE-SOUTH WILLIAMSON ROAD (US 119) |
| *********** |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | KYCEMPII SECTION A |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | ROADWAY EXCAVATION | 02200M | 7,377,017.000 |
7,378,710.000 |
$2.190 |
CU M | 48.5 |
| 0002 | SPECIAL EXCAVATION | 02204M | 418.000 |
418.000 |
$7.000 |
CU M | 0.0 |
| 0003 | WATER | 02242M | 5,648.000 |
5,648.000 |
$0.010 |
CU M | 0.0 |
| 0004 | CONCRETE-CLASS A | 08100M | 42.990 |
66.600 |
$655.000 |
CU M | 0.1 |
| 0005 | STEEL REINFORCEMENT | 08150M | 1,928.300 |
2,888.300 |
$2.200 |
KG | 0.0 |
| 0006 | SAFELOADING | 02690M | 3.000 |
3.000 |
$260.000 |
CU M | 0.0 |
| 0007 | RESHAPING AND COMPACTING | 02241M | 1,237.000 |
1,237.000 |
$10.500 |
M | 0.0 |
| 0008 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | 2,859.850 |
2,499.870 |
$35.250 |
M | 0.3 |
| 0009 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | 83.820 |
83.820 |
$65.600 |
M | 0.0 |
| 0010 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
7.000 |
$60.000 |
EACH | 0.0 |
| 0011 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 6.000 |
6.000 |
$3,100.000 |
EACH | 0.1 |
| 0012 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 11.000 |
10.000 |
$500.000 |
EACH | 0.0 |
| 0013 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 3.000 |
3.000 |
$1,800.000 |
EACH | 0.0 |
| 0014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.0 |
| 0015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
3.000 |
$400.000 |
EACH | 0.0 |
| 0016 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$5,200.000 |
EACH | 0.0 |
| 0017 | CRASH CUSHION TYPE VI-T | 02894 | 1.000 |
1.000 |
$12,000.000 |
EACH | 0.0 |
| 0018 | CONCRETE BARRIER WALL TYPE 230T | 03171M | 333.000 |
333.000 |
$32.300 |
M | 0.0 |
| 0019 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 13,680.000 |
13,680.000 |
$1.000 |
M | 0.0 |
| 0020 | PAVE STRIPING-PERM PAINT-300MM | 06517M | 279.000 |
0.000 |
$3.500 |
M | 0.0 |
| 0021 | PAVE STRIPING-THERMO-150 MM W | 06542M | 10,993.000 |
10,993.000 |
$2.150 |
M | 0.1 |
| 0022 | PAVE STRIPING-THERMO-150 MM Y | 06543M | 9,850.000 |
9,850.000 |
$2.150 |
M | 0.1 |
| 0023 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 6,360.000 |
6,360.000 |
$4.250 |
M | 0.1 |
| 0024 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 2,683.000 |
2,683.000 |
$4.250 |
M | 0.0 |
| 0025 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 14.000 |
14.000 |
$195.000 |
EACH | 0.0 |
| 0026 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 50.000 |
50.000 |
$5.000 |
EACH | 0.0 |
| 0027 | PAVEMENT MARKER TYPE V-MW | 06589 | 14.000 |
14.000 |
$32.500 |
EACH | 0.0 |
| 0028 | PAVEMENT MARKER TYPE V-BY | 06591 | 67.000 |
67.000 |
$32.500 |
EACH | 0.0 |
| 0029 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 334.000 |
334.000 |
$32.500 |
EACH | 0.0 |
| 0030 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 29.000 |
29.000 |
$32.500 |
EACH | 0.0 |
| 0031 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0032 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 0033 | SIGNS | 02562M | 80.000 |
80.000 |
$80.000 |
SQ M | 0.0 |
| 0034 | LANE CLOSURE | 02653 | 5.000 |
5.000 |
$1,000.000 |
EACH | 0.0 |
| 0035 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$275.000 |
EACH | 0.0 |
| 0036 | DELINEATOR FOR BARRIER-WHITE | 01984 | 17.000 |
17.000 |
$8.000 |
EACH | 0.0 |
| 0037 | REMOVE HEADWALL | 02625 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
| 0038 | REMOVE PIPE | 01310M | 3.000 |
3.000 |
$50.000 |
M | 0.0 |
| 0039 | PLUG WATER WELL | 02475 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 0040 | CULVERT PIPE-1050 MM | 00469M | 153.100 |
274.887 |
$258.600 |
M | 0.1 |
| 0041 | CULVERT PIPE-1350 MM | 00471M | 23.400 |
23.400 |
$341.100 |
M | 0.0 |
| 0042 | CULVERT PIPE-1500 MM | 00472M | 16.000 |
16.000 |
$466.400 |
M | 0.0 |
| 0043 | CULVERT PIPE-1650 MM | 00473M | 249.600 |
258.075 |
$490.900 |
M | 0.4 |
| 0044 | CULVERT PIPE-2100 MM | 00476M | 65.500 |
65.500 |
$655.800 |
M | 0.1 |
| 0045 | CULVERT PIPE-1200 MM EQUIV | 00499M | 23.000 |
0.000 |
$400.000 |
M | 0.0 |
| 0046 | CULVERT PIPE-1350 MM EQUIV | 00500M | 10.000 |
10.000 |
$507.000 |
M | 0.0 |
| 0047 | STORM SEWER PIPE-375 MM | 00521M | 108.300 |
32.300 |
$109.900 |
M | 0.0 |
| 0048 | STORM SEWER PIPE-450 MM | 00522M | 800.200 |
411.800 |
$125.000 |
M | 0.3 |
| 0049 | STORM SEWER PIPE-450 MM EQUIV | 00552M | 23.200 |
23.200 |
$258.200 |
M | 0.0 |
| 0050 | STORM SEWER PIPE-600 MM | 00524M | 712.100 |
483.300 |
$120.000 |
M | 0.3 |
| 0051 | STORM SEWER PIPE-750 MM | 00526M | 478.400 |
478.200 |
$140.000 |
M | 0.2 |
| 0052 | STORM SEWER PIPE-900 MM | 00528M | 316.500 |
316.500 |
$170.000 |
M | 0.2 |
| 0053 | STORM SEWER PIPE-1050 MM | 00529M | 386.200 |
386.200 |
$195.000 |
M | 0.2 |
| 0054 | STORM SEWER PIPE-1200 MM | 00530M | 59.000 |
59.000 |
$289.200 |
M | 0.1 |
| 0055 | STORM SEWER PIPE-1350 MM | 00531M | 335.500 |
234.300 |
$245.000 |
M | 0.2 |
| 0056 | ENTRANCE PIPE-375 MM | 00440M | 36.900 |
36.900 |
$96.000 |
M | 0.0 |
| 0057 | PERFORATED PIPE-100 MM | 01000M | 8,233.500 |
8,188.500 |
$16.250 |
M | 0.4 |
| 0058 | NON-PERFORATED PIPE-100 MM | 01010M | 823.200 |
823.200 |
$28.750 |
M | 0.1 |
| 0059 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 14.000 |
14.000 |
$500.000 |
EACH | 0.0 |
| 0060 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0061 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 25.000 |
25.000 |
$500.000 |
EACH | 0.0 |
| 0062 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 8.000 |
8.000 |
$500.000 |
EACH | 0.0 |
| 0063 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$2,700.000 |
EACH | 0.0 |
| 0064 | DROP BOX INLET TYPE 1 | 01490 | 36.000 |
33.000 |
$2,200.000 |
EACH | 0.2 |
| 0065 | DROP BOX INLET TYPE 2 | 01493 | 6.000 |
6.000 |
$2,500.000 |
EACH | 0.0 |
| 0066 | DROP BOX INLET TYPE 2 MODIFIED | 01494 | 1.000 |
0.000 |
$6,000.000 |
EACH | 0.0 |
| 0067 | DROP BOX INLET TYPE 5B | 01505 | 14.000 |
13.000 |
$2,300.000 |
EACH | 0.1 |
| 0068 | DROP BOX INLET TYPE 5B MOD | 01506 | 6.000 |
20.000 |
$6,000.000 |
EACH | 0.1 |
| 0069 | DROP BOX INLET TYPE 7 | 01538 | 14.000 |
0.000 |
$2,800.000 |
EACH | 0.1 |
| 0070 | DROP BOX INLET TYPE 13G | 01559 | 7.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 0071 | METAL END SECTION TY 1-18 INCH | 01371 | 5.000 |
5.000 |
$775.000 |
EACH | 0.0 |
| 0072 | METAL END SECTION TY 1-60 INCH | 01379 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.0 |
| 0073 | METAL END SECTION TY 3-18 INCH | 01391 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0074 | METAL END SECTION TY 3-18 INCH | 01391 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0075 | METAL END SECTION TY 3-48 INCH | 01397 | 1.000 |
0.000 |
$3,300.000 |
EACH | 0.0 |
| 0076 | METAL END SECTION TY 3-60 INCH | 01399 | 2.000 |
4.000 |
$5,600.000 |
EACH | 0.0 |
| 0077 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
0.000 |
$1,500.000 |
EACH | 0.0 |
| 0078 | JUNCTION BOX TYPE B | 04811 | 1.000 |
0.000 |
$1,300.000 |
EACH | 0.0 |
| 0079 | FLUME INLET TYPE 2 | 01691 | 5.000 |
5.000 |
$3,200.000 |
EACH | 0.0 |
| 0080 | MANHOLE TYPE C MODIFIED | 01768 | 2.000 |
0.000 |
$6,500.000 |
EACH | 0.0 |
| 0081 | ADJUST CATCH BASIN | 01709 | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 0082 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 48.000 |
48.000 |
$250.000 |
EACH | 0.0 |
| 0083 | TEMPORARY MEDIAN CROSSOVER CASE 2 | 20259ED | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0084 | SEEDING AND PROTECTION | 05985M | 433,000.000 |
590,973.000 |
$0.350 |
SQ M | 0.5 |
| 0085 | TEMP SEEDING AND PROTECTION | 05953M | 250,000.000 |
250,000.000 |
$0.240 |
SQ M | 0.2 |
| 0086 | TOPDRESSING FERTILIZER | 05966M | 22.600 |
22.600 |
$497.000 |
MTON | 0.0 |
| 0087 | EROSION CONTROL BLANKET | 05950M | 3,110.400 |
11,061.603 |
$1.900 |
SQ M | 0.0 |
| 0088 | SILT TRAP TYPE B | 02704 | 37.000 |
37.000 |
$250.000 |
EACH | 0.0 |
| 0089 | CLEAN SILT TRAP TYPE B | 02707 | 111.000 |
111.000 |
$25.000 |
EACH | 0.0 |
| 0090 | SILT CHECK | 02705 | 114.000 |
114.000 |
$50.000 |
EACH | 0.0 |
| 0091 | CLEAN SILT CHECK | 02708 | 342.000 |
342.000 |
$10.000 |
EACH | 0.0 |
| 0092 | TEMPORARY SILT FENCE | 02701M | 953.000 |
953.000 |
$8.200 |
M | 0.0 |
| 0093 | CLEAN TEMPORARY SILT FENCE | 02709M | 2,859.000 |
2,859.000 |
$0.300 |
M | 0.0 |
| 0094 | SILT CHECK(MOD) TYPE 2 | 20073MS213 | 73.000 |
73.000 |
$100.000 |
EACH | 0.0 |
| 0095 | CLEAN SILT CHECK(MOD) TYPE 2 | 20074MS213 | 219.000 |
219.000 |
$25.000 |
EACH | 0.0 |
| 0096 | CHANNEL LINING CLASS II | 02483M | 6,327.400 |
6,327.400 |
$16.400 |
MTON | 0.3 |
| 0097 | CHANNEL LINING CLASS IV | 02488M | 14,388.900 |
14,388.900 |
$5.250 |
CU M | 0.2 |
| 0098 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 44,654.000 |
44,654.000 |
$1.200 |
SQ M | 0.2 |
| 0099 | TEMPORARY DITCH SILT | 02159M | 1,748.000 |
1,748.000 |
$6.400 |
M | 0.0 |
| 0100 | TEMPORARY DITCH CLEAN TEMP | 02159M | 3,496.000 |
3,496.000 |
$1.000 |
M | 0.0 |
| 0101 | R/W MARKER RURAL TYPE 1 | 02434 | 19.000 |
19.000 |
$100.000 |
EACH | 0.0 |
| 0102 | FENCE-WOVEN WIRE TYPE 1 | 02262M | 5,491.100 |
5,491.100 |
$15.600 |
M | 0.3 |
| 0103 | ASPHALT WEDGE CURB | 01897M | 1,159.300 |
671.500 |
$21.500 |
M | 0.1 |
| 0104 | EDGE KEY MODIFIED | 02585M | 14.000 |
14.000 |
$275.000 |
M | 0.0 |
| 0105 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 48.000 |
48.000 |
$80.000 |
MTON | 0.0 |
| 0106 | DGA BASE | 00001M | 68,267.000 |
56,865.000 |
$21.890 |
MTON | 4.5 |
| 0107 | EMULSIFIED ASPHALT RS-2 | 00291M | 54.000 |
54.000 |
$450.000 |
MTON | 0.1 |
| 0108 | ASPHALT SEAL AGGREGATE | 00100M | 446.000 |
446.000 |
$65.000 |
MTON | 0.1 |
| 0109 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | 18,153.000 |
23,317.000 |
$39.690 |
MTON | 2.2 |
| 0110 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | 17,726.000 |
26,671.000 |
$49.950 |
MTON | 2.7 |
| 0111 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 6,328.000 |
13,881.000 |
$49.950 |
MTON | 0.9 |
| 0112 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | 15,567.000 |
15,567.000 |
$57.430 |
MTON | 2.7 |
| 0113 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | 15,567.000 |
15,567.000 |
$49.950 |
MTON | 2.3 |
| 0114 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | 2,946.000 |
477.000 |
$59.260 |
MTON | 0.5 |
| 0115 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | 6,908.000 |
0.000 |
$72.650 |
MTON | 1.5 |
| 0116 | CLEARING AND GRUBBING 114.8 HECTARES | 02545 | 1.000 |
1.000 |
$280,000.000 |
LS | 0.8 |
| 0117 | STAKING | 02726 | 1.000 |
1.000 |
$196,500.000 |
LS | 0.6 |
| 0118 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$17,100.000 |
LS | 0.1 |
| 0119 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$36,200.000 |
LS | 0.1 |
| 8001 | SETTLEMENT PLATFORM | 02692 | 0.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 8002 | STEEL PIPE-63 MM | 03340M | 0.000 |
30.000 |
$82.000 |
M | 0.0 |
| 8003 | STEEL PIPE-100 MM | 03343M | 0.000 |
30.000 |
$114.800 |
M | 0.0 |
| 8004 | SEEDING AND PROTECTION SPECIAL CROWN VETCH | 05985M | 0.000 |
355,925.500 |
$0.280 |
SQ M | 0.0 |
| 8005 | TEMPORARY GUARDRAIL | 02397M | 0.000 |
1,100.000 |
$32.810 |
M | 0.0 |
| 8006 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 8007 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1,237,468.470 |
$1.000 |
DOLL | 0.0 |
| 8008 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
496,803.481 |
$1.000 |
DOLL | 0.0 |
| 8014 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 0.000 |
28,950.000 |
$0.820 |
M | 0.0 |
| 8015 | EW~ Milled Rumble Strips (Special) | 10090NX | 0.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 8018 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8019 | EW~ 100 MM Pavement Striping Removal | 10093MX | 0.000 |
4,405.000 |
$4.000 |
M | 0.0 |
| 8025 | REMOVE STRUCTURE | 02731 | 0.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 8026 | MAINTAIN & CONTROL TRAFFIC Special Traffic Control | 02650 | 0.000 |
1.000 |
$21,832.800 |
LS | 0.0 |
| 8027 | ASPHALT PLACEMENT WITH MTV | 00338M | 0.000 |
19,799.000 |
$2.850 |
MTON | 0.0 |
| 8028 | MOBILIZATION FOR MILL & TEXT | 02676 | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8029 | ASPH PAVE MILLING & TEXTURING | 02677M | 0.000 |
165.450 |
$71.370 |
MTON | 0.0 |
| 8030 | VALUE ENGINEERING | 10121NX | 0.000 |
39,140.865 |
$1.000 |
DOLL | 0.0 |
| 8031 | S & F BOX INLET-OUTLET-450 MM | 01450M | 0.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 8032 | S & F BOX INLET-OUTLET-600 MM | 01451M | 0.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 8033 | S & F BOX INLET-OUTLET-750 MM | 01452M | 0.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 8034 | CULVERT PIPE-450 MM | 00462M | 0.000 |
119.000 |
$134.000 |
M | 0.0 |
| 8035 | CULVERT PIPE-600 MM | 00464M | 0.000 |
48.000 |
$134.000 |
M | 0.0 |
| 8036 | CULVERT PIPE-750 MM | 00466M | 0.000 |
97.000 |
$148.000 |
M | 0.0 |
| 8037 | CULVERT PIPE-900 MM | 00468M | 0.000 |
27.000 |
$181.000 |
M | 0.0 |
| 8038 | CULVERT PIPE-1500 MM EQUIV | 00501M | 0.000 |
23.000 |
$678.300 |
M | 0.0 |
| 8039 | EW~ Cap Manhole for Culvert | 10090NX | 0.000 |
1.000 |
$2,668.770 |
LS | 0.0 |
| 8045 | COST PLUS WORK | 10080NS | 0.000 |
1.000 |
$507,448.410 |
LS | 0.0 |
| 8046 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | 0.000 |
6,908.000 |
$72.650 |
MTON | 0.0 |
| 8047 | CL3 ASPH SURF 9.50D PG64-22 | 00339M | 0.000 |
4,308.000 |
$59.260 |
MTON | 0.0 |
| 8048 | MILLED RUMBLE STRIPS | 20527MD | 0.000 |
10,950.720 |
$2.230 |
M | 0.0 |
| 8058 | MAINTAIN & CONTROL TRAFFIC Maintain Lane Closure Southbound | 02650 | 0.000 |
1.000 |
$8,400.000 |
LS | 0.0 |
| 8063 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | 0.000 |
62,469.014 |
$1.000 |
DOLL | 0.0 |
| 8064 | PAVE STRIPING-THERMO-300 MM W | 06546M | 0.000 |
435.560 |
$13.200 |
M | 0.0 |
| 8065 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 0.000 |
25.910 |
$39.500 |
M | 0.0 |
| 8067 | CONCRETE WEDGE CURB | 22883MN | 0.000 |
487.800 |
$21.500 |
M | 0.0 |
| 8071 | LOT PAY ADJUSTMENT for CL4 Asphalt Base 37.5D PG64-22 | 10000NS | 0.000 |
12,765.146 |
$1.000 |
DOLL | 0.0 |
| 8072 | LOT PAY ADJUSTMENT for CL3 Asphalt Base 25.0D PG64-22 | 10000NS | 0.000 |
5,596.900 |
$1.000 |
DOLL | 0.0 |
| 8073 | LOT PAY ADJUSTMENT for CL4 Asphalt Base 25.0D PG76-22 | 10000NS | 0.000 |
5,248.747 |
$1.000 |
DOLL | 0.0 |
| 8074 | LOT PAY ADJUSTMENT for CL4 Asphalt Base 25.0D PG64-22 | 10000NS | 0.000 |
3,835.472 |
$1.000 |
DOLL | 0.0 |
| 8075 | LOT PAY ADJUSTMENT for CL4 Asphalt Surface 9.50B PG76-22 | 10000NS | 0.000 |
169.108 |
$1.000 |
DOLL | 0.0 |
| 8076 | LOT PAY ADJUSTMENT for CL3 Asphalt Surface 9.50D PG64-22 | 10000NS | 0.000 |
1,280.016 |
$1.000 |
DOLL | 0.0 |
| 8077 | DGA BASE | 00001M | 0.000 |
95.000 |
$39.410 |
MTON | 0.0 |
| 8078 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | 0.000 |
95.330 |
$92.550 |
MTON | 0.0 |
| 8079 | CL4 ASPH SURF 12.5D PG64-22 | 00315M | 0.000 |
96.310 |
$121.280 |
MTON | 0.0 |
| 8080 | STANDARD HEADER CURB | 01875M | 0.000 |
18.300 |
$115.160 |
M | 0.0 |
| 8081 | REMOVE & RESET GUARDRAIL | 02383M | 0.000 |
153.000 |
$41.180 |
M | 0.0 |
| 8082 | CHANNEL LINING CLASS II | 02483M | 0.000 |
210.000 |
$38.460 |
MTON | 0.0 |
| 8083 | SIGNS | 02562M | 0.000 |
112.000 |
$67.500 |
SQ M | 0.0 |
| 8084 | EDGE KEY | 20992MD | 0.000 |
61.000 |
$77.480 |
M | 0.0 |
| 8085 | MAINTAIN & CONTROL TRAFFIC (Special) | 02650 | 0.000 |
1.000 |
$4,462.500 |
LS | 0.0 |
| 8086 | LANE CLOSURE | 02653 | 0.000 |
6.000 |
$1,233.750 |
EACH | 0.0 |
| 8087 | MILLED RUMBLE STRIPS | 20527MD | 0.000 |
122.000 |
$10.330 |
M | 0.0 |
| 8088 | PAVE STRIPING-PERM PAINT-150MM | 06515M | 0.000 |
141.830 |
$4.280 |
M | 0.0 |
| 8089 | REMOVE & Replace Drop Box Inlet Type 13G T | 09326M03 | 0.000 |
2.000 |
$3,360.000 |
EACH | 0.0 |
| 8090 | REM AND REPLACE CURB BOX INLET TY B | 21876NN | 0.000 |
2.000 |
$4,803.750 |
EACH | 0.0 |
| 8091 | REMOVE CURB (Standard Header Curb) | 01904M | 0.000 |
18.300 |
$55.090 |
M | 0.0 |
| 8092 | REMOVE AND RESET BRIDGE END CONNECTOR TY A | 21547NS719 | 0.000 |
2.000 |
$1,260.000 |
EACH | 0.0 |
| 8093 | REMOVE AND RESET BRIDGE END CONNECTOR TY A-1 | 21547NS719 | 0.000 |
1.000 |
$315.000 |
EACH | 0.0 |
| 8094 | FINAL DRESSING CLASS B (ditches) | 02601M | 0.000 |
624.250 |
$26.230 |
M | 0.0 |
| 8095 | CONCRETE-CLASS B for Grouting Channel Lining Class II | 02555M | 0.000 |
0.000 |
$327.380 |
CU M | 0.0 |
| 8097 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | 0.000 |
46.000 |
$36.960 |
MTON | 0.0 |
| 8099 | REMOVE GUARDRAIL | 02381M | 0.000 |
449.880 |
$2.630 |
M | 0.0 |
| 8100 | CONCRETE-CLASS B for Grouting Channel Lining Class II | 02555M | 0.000 |
42.840 |
$359.700 |
CU M | 0.0 |
| 8101 | COST PLUS WORK for slide removal | 10080NSD | 0.000 |
4,345,572.250 |
$1.000 |
DOLL | 0.0 |
| 8102 | CONCRETE-CLASS A | 08100M | 0.000 |
6.940 |
$1,600.000 |
CU M | 0.0 |
| 8103 | STEEL REINFORCEMENT | 08150M | 0.000 |
341.862 |
$3.370 |
KG | 0.0 |
| 8104 | FLASHING ARROW | 02775 | 0.000 |
2.000 |
$1,600.000 |
EACH | 0.0 |
| 8105 | LANE CLOSURE | 02653 | 0.000 |
4.000 |
$1,550.000 |
EACH | 0.0 |
| 8106 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$16,300.000 |
LS | 0.0 |
| 8107 | SIGNS | 02562M | 0.000 |
29.760 |
$113.000 |
SQ M | 0.0 |
| 8108 | PAVE STRIPING-PERM PAINT-150MM | 06515M | 0.000 |
610.000 |
$4.220 |
M | 0.0 |
| 8109 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | 0.000 |
805.200 |
$13.280 |
M | 0.0 |
| 8110 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | 0.000 |
805.200 |
$13.280 |
M | 0.0 |
| 8111 | PAVE STRIPING-TEMP REM TAPE-B | 06549M | 0.000 |
402.600 |
$11.280 |
M | 0.0 |
| 8112 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | 0.000 |
340.125 |
$177.930 |
MTON | 0.0 |
| 8113 | FLOWABLE FILL | 02220M | 0.000 |
260.000 |
$221.000 |
CU M | 0.0 |
| 8114 | CULVERT PIPE-1350 MM | 00471M | 0.000 |
91.500 |
$998.000 |
M | 0.0 |
| 8115 | REMOVE & RESET GUARDRAIL | 02383M | 0.000 |
38.125 |
$120.000 |
M | 0.0 |
| 8116 | REMOVE FENCE | 02265M | 0.000 |
15.250 |
$23.920 |
M | 0.0 |
| 8117 | D G A BASE | 00001M | 0.000 |
250.000 |
$48.350 |
MTON | 0.0 |
| 8118 | EDGE KEY | 20992MD | 0.000 |
72.590 |
$79.000 |
M | 0.0 |
| 8119 | MOBILIZATION for Safeloading 54" Culvert Pipe | 02568 | 0.000 |
1.000 |
$5,270.000 |
LS | 0.0 |
| 8120 | SAFELOADING | 02690M | 0.000 |
140.000 |
$344.500 |
CU M | 0.0 |
| 8121 | CHANNEL LINING CLASS III Grouted | 02484M | 0.000 |
45.000 |
$92.000 |
MTON | 0.0 |
| 8122 | CONCRETE BARRIER WALL TYPE 230T | 03171M | 0.000 |
91.500 |
$82.310 |
M | 0.0 |
| 8123 | RELOCATE TEMP CONC MED BARRIER | 02003M | 0.000 |
91.500 |
$24.440 |
M | 0.0 |
| 8124 | STAKING | 02726 | 0.000 |
1.000 |
$2,400.000 |
LS | 0.0 |
Category Total $24,734,903.22 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE SB 510+516 | KYCEMPII SECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0120 | STRUCTURE GRANULAR BACKFILL | 02231M | 246.000 |
246.000 |
$75.000 |
CU M | 0.1 |
| 0121 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 1,115.000 |
1,115.000 |
$9.650 |
CU M | 0.0 |
| 0122 | MASONRY COATING | 02998M | 3,351.000 |
3,351.000 |
$12.000 |
SQ M | 0.1 |
| 0123 | CONCRETE-CLASS A | 08100M | 1,268.600 |
1,248.687 |
$336.000 |
CU M | 1.3 |
| 0124 | CONCRETE-CLASS AA | 08104M | 892.100 |
912.013 |
$470.000 |
CU M | 1.3 |
| 0125 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 1,896.000 |
1,896.000 |
$22.000 |
MTON | 0.1 |
| 0126 | PILES-STEEL HP360X132 | 08051M | 368.000 |
368.000 |
$115.000 |
M | 0.1 |
| 0127 | PILE POINTS-14 INCH | 08095 | 10.000 |
10.000 |
$110.000 |
EACH | 0.0 |
| 0128 | TEST PILES | 08033M | 41.000 |
41.000 |
$115.000 |
M | 0.0 |
| 0129 | STEEL REINF-EPOXY COATED | 08151M | 187,839.000 |
187,866.240 |
$1.260 |
KG | 0.7 |
| 0130 | STEEL REINFORCEMENT | 08150M | 131,767.000 |
132,579.066 |
$1.100 |
KG | 0.4 |
| 0131 | PRECAST PC I BEAM TYPE 9 | 08639M | 896.100 |
896.100 |
$900.000 |
M | 2.4 |
| 0132 | CHAIN LINK FENCE-2.7 M | 08713M | 92.700 |
92.700 |
$145.000 |
M | 0.0 |
| 0133 | APPROACH SLAB | 08500M | 116.000 |
116.000 |
$196.000 |
SQ M | 0.1 |
| 0134 | STRUCTURAL STEEL SB BRIDGE APPROX 1614 KG | 08160 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 0135 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$38,100.000 |
LS | 0.1 |
| 8016 | FOUNDATION PREPARATION SPECIAL 51+045.892 | 08003 | 0.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 8017 | MASS CONCRETE | 10040MS | 0.000 |
76.500 |
$221.010 |
CU M | 0.0 |
| 8020 | MASS CONCRETE | 10040MS | 0.000 |
102.000 |
$221.010 |
CU M | 0.0 |
| 8021 | MASS CONCRETE Pier #3 | 10040MS | 0.000 |
46.000 |
$221.010 |
CU M | 0.0 |
| 8024 | MASS CONCRETE End Bent #1 Southbound | 10040MS | 0.000 |
30.600 |
$221.010 |
CU M | 0.0 |
| 8054 | APPROACH SLAB for Southbound E.B. #1 | 08500M | 0.000 |
98.580 |
$381.620 |
SQ M | 0.0 |
| 8055 | EXPANSION DAM-100 MM NEOPRENE for Southbound E.B. #1 Bridge | 08472M | 0.000 |
16.165 |
$1,407.580 |
M | 0.0 |
Category Total $2,279,193.69 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE NB 510+516.00 | KYCEMPII SECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0136 | STRUCTURE GRANULAR BACKFILL | 02231M | 246.000 |
246.000 |
$75.000 |
CU M | 0.1 |
| 0137 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 1,173.000 |
1,173.000 |
$9.650 |
CU M | 0.0 |
| 0138 | MASONRY COATING | 02998M | 2,604.000 |
2,604.000 |
$12.000 |
SQ M | 0.1 |
| 0139 | CONCRETE-CLASS A | 08100M | 1,084.200 |
1,068.838 |
$336.000 |
CU M | 1.1 |
| 0140 | CONCRETE-CLASS AA | 08104M | 691.400 |
706.762 |
$470.000 |
CU M | 1.0 |
| 0141 | CRUSHED AGGREGATE SLOPE PROT | 08020M | 1,048.000 |
1,048.000 |
$22.000 |
MTON | 0.1 |
| 0142 | PILES-STEEL HP360X132 | 08051M | 302.000 |
302.000 |
$115.000 |
M | 0.1 |
| 0143 | PILE POINTS-14 INCH | 08095 | 10.000 |
10.000 |
$110.000 |
EACH | 0.0 |
| 0144 | TEST PILES | 08033M | 34.000 |
34.000 |
$115.000 |
M | 0.0 |
| 0145 | STEEL REINF-EPOXY COATED | 08151M | 142,749.000 |
142,758.080 |
$1.260 |
KG | 0.5 |
| 0146 | STEEL REINFORCEMENT | 08150M | 112,319.000 |
112,914.230 |
$1.100 |
KG | 0.4 |
| 0147 | PRECAST PC I BEAM TYPE 9 | 08639M | 681.200 |
681.200 |
$900.000 |
M | 1.8 |
| 0148 | CHAIN LINK FENCE-2.7 M | 08713M | 92.700 |
92.700 |
$145.000 |
M | 0.0 |
| 0149 | APPROACH SLAB | 08500M | 116.000 |
116.000 |
$196.000 |
SQ M | 0.1 |
| 0150 | STRUCTURAL STEEL NB BRIBGE APPROX 1327 KG | 08160 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
| 0151 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$38,100.000 |
LS | 0.1 |
| 8022 | MASS CONCRETE Pier #1 | 10040MS | 0.000 |
99.500 |
$221.010 |
CU M | 0.0 |
| 8023 | MASS CONCRETE Pier #2 | 10040MS | 0.000 |
30.400 |
$221.010 |
CU M | 0.0 |
| 8056 | APPROACH SLAB for Northbound E.B. #1 | 08500M | 0.000 |
98.580 |
$381.620 |
SQ M | 0.0 |
| 8057 | EXPANSION DAM-100 MM NEOPRENE for Northbound E.B. #1 | 08472M | 0.000 |
16.165 |
$1,407.580 |
M | 0.0 |
Category Total $1,815,834.79 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE 59+000 | KYCEMPII SECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0152 | MASONRY COATING | 02998M | 354.000 |
354.000 |
$12.000 |
SQ M | 0.0 |
| 0153 | RETAINING WALL | 08018M | 387.000 |
387.000 |
$592.000 |
SQ M | 0.7 |
| 0154 | GRANULAR EMBANKMENT | 02223M | 330.000 |
330.000 |
$30.000 |
CU M | 0.0 |
| 0155 | FABRIC-GEOTEXTILE TYPE IV | 02599M | 1,135.000 |
1,135.000 |
$2.000 |
SQ M | 0.0 |
| 0156 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
Category Total $248,022.00 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE 1626+28 | KYCEMPII SECTION I |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0157 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 32.100 |
121.012 |
$9.650 |
CU M | 0.0 |
| 0158 | CONCRETE-CLASS A | 08100M | 133.100 |
133.100 |
$336.000 |
CU M | 0.1 |
| 0159 | STEEL REINFORCEMENT | 08150M | 6,182.000 |
6,182.000 |
$1.100 |
KG | 0.0 |
| 0160 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$11,500.000 |
LS | 0.0 |
Category Total $63,331.56 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE57+63.51 | KYCEMPII SECTION K |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0161 | STRUCTURE EXCAV-SOLID ROCK | 08002M | 1,237.000 |
2,722.582 |
$9.650 |
CU M | 0.0 |
| 0162 | CONCRETE-CLASS A | 08100M | 5,055.500 |
5,055.500 |
$336.000 |
CU M | 5.1 |
| 0163 | STEEL REINFORCEMENT | 08150M | 616,080.000 |
619,585.957 |
$1.100 |
KG | 2.0 |
| 0164 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$85,000.000 |
LS | 0.3 |
Category Total $2,473,273.05 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0013 | CATEGORY Description | BRIDGE 1620+73.17 | KYCEMPII SECTION M |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0165 | CONCRETE-CLASS A | 08100M | 85.900 |
65.700 |
$336.000 |
CU M | 0.1 |
| 0166 | STEEL REINFORCEMENT | 08150M | 8,307.000 |
3,768.000 |
$1.100 |
KG | 0.0 |
| 0167 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$12,000.000 |
LS | 0.0 |
Category Total $50,000.10 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0015 | CATEGORY Description | WATERLINE | KYCEMPII SECTION O |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0168 | DUCTILE IRON PIPE-250 MM | 01097M | 1,320.000 |
1,417.000 |
$124.000 |
M | 0.5 |
| 0169 | STEEL ENCASEMENT PIPE-400 MM | 01073M | 77.000 |
77.000 |
$265.000 |
M | 0.1 |
| 0170 | TIE-IN 10 INCH | 03470 | 8.000 |
8.000 |
$2,000.000 |
EACH | 0.0 |
| 0171 | GATE VALVE-10 INCH | 03530 | 12.000 |
12.000 |
$1,550.000 |
EACH | 0.1 |
| 0172 | FIRE HYDRANT | 02606 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
| 0173 | RECONNECT SERVICE | 03437 | 7.000 |
7.000 |
$500.000 |
EACH | 0.0 |
| 0174 | COPPER PIPE-19 MM | 03360M | 70.000 |
70.000 |
$62.000 |
M | 0.0 |
Category Total $234,525.00 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0017 | CATEGORY Description | SIGNING | KYCEMPII SECTION Q |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0175 | GMSS GALV STEEL TYPE A | 06400M | 2,649.000 |
2,649.000 |
$2.500 |
KG | 0.0 |
| 0176 | GMSS GALV STEEL TYPE B | 06440M | 4,379.000 |
2,879.000 |
$3.250 |
KG | 0.0 |
| 0177 | GMSS GALV STEEL TYPE A | 06400M | 2,155.000 |
2,155.000 |
$0.000 |
KG | 0.0 |
| 0178 | GMSS GALV STEEL TYPE B | 06440M | 4,379.000 |
4,379.000 |
$0.000 |
KG | 0.0 |
| 0179 | GMSS ALUMINUM | 06402M | 212.000 |
212.000 |
$0.000 |
KG | 0.0 |
| 0180 | CLASS A CONCRETE FOR SIGNS | 06490M | 14.330 |
14.330 |
$550.000 |
CU M | 0.0 |
| 0181 | SBM ALUMINUM PANEL SIGNS | 06405M | 106.000 |
106.000 |
$160.000 |
SQ M | 0.1 |
| 0182 | SBM ALUM SHEET SIGNS 2 MM | 06406M | 30.000 |
30.000 |
$142.000 |
SQ M | 0.0 |
| 0183 | SBM ALUM SHEET SIGNS 3 MM | 06407M | 33.000 |
33.000 |
$145.000 |
SQ M | 0.0 |
| 0184 | SBM GALV STEEL PANEL SIGNS | 06408M | 106.000 |
106.000 |
$0.000 |
SQ M | 0.0 |
| 0185 | SBM GALV STEEL SHT SIGNS 12 GA | 06409M | 63.000 |
63.000 |
$0.000 |
SQ M | 0.0 |
| 0186 | STEEL POST TYPE 2 | 06411M | 428.000 |
428.000 |
$13.500 |
M | 0.0 |
| 0187 | STEEL POST MILE MARKERS | 06412 | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 0188 | FLEXIBLE DELINEATOR POST-W | 06417 | 200.000 |
200.000 |
$30.000 |
EACH | 0.0 |
| 0189 | FLEXIBLE DELINEATOR POST-Y | 06418 | 100.000 |
100.000 |
$35.000 |
EACH | 0.0 |
| 8069 | GMSS GALV STEEL TYPE C | 20996MD | 0.000 |
1,500.000 |
$16.120 |
KG | 0.0 |
| 8070 | STEEL REINFORCEMENT FOR SIGNS | 06491M | 0.000 |
510.000 |
$4.740 |
KG | 0.0 |
Category Total $70,418.75 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0019 | CATEGORY Description | LIGHTING | KYCEMPII SECTION S |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0190 | POLE 100 FT MTG HT HIGH MAST | 04712 | 9.000 |
9.000 |
$12,996.000 |
EACH | 0.4 |
| 0191 | POLE 120 FT MTG HT HIGH MAST | 04714 | 13.000 |
13.000 |
$15,306.000 |
EACH | 0.6 |
| 0192 | POLE BASE-HIGH MAST | 04742 | 22.000 |
22.000 |
$3,969.000 |
EACH | 0.3 |
| 0193 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 4.000 |
4.000 |
$6,937.000 |
EACH | 0.1 |
| 0194 | HPS LUMINAIRE HIGH MAST | 04773 | 125.000 |
125.000 |
$619.000 |
EACH | 0.2 |
| 0195 | MARKER | 04800 | 45.000 |
45.000 |
$150.000 |
EACH | 0.0 |
| 0196 | JUNCTION BOX TYPE A | 01650 | 13.000 |
13.000 |
$550.000 |
EACH | 0.0 |
| 0197 | JUNCTION BOX TYPE C | 01650 | 8.000 |
8.000 |
$750.000 |
EACH | 0.0 |
| 0198 | TRENCHING AND BACKFILLING | 04820M | 7,601.000 |
7,601.000 |
$8.200 |
M | 0.2 |
| 0199 | CONDUIT-88 MM | 04798M | 709.000 |
709.000 |
$25.000 |
M | 0.1 |
| 0200 | CABLE-NO. 8/3C DUCTED | 04860M | 1,807.000 |
1,807.000 |
$7.800 |
M | 0.0 |
| 0201 | CABLE-NO. 6/3C DUCTED | 04861M | 2,350.000 |
2,350.000 |
$7.970 |
M | 0.1 |
| 0202 | CABLE-NO. 4/3C DUCTED | 04862M | 2,735.000 |
2,735.000 |
$8.860 |
M | 0.1 |
| 8062 | EW~ Relocate HM5 Bent Branch Interchange | 10098NX | 0.000 |
4,694.540 |
$1.000 |
DOLL | 0.0 |
Category Total $665,392.40 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0021 | CATEGORY Description | TRAINEE | KYCEMPII SECTION U |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0203 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | 7,000.000 |
7,000.000 |
$0.800 |
HOUR | 0.0 |
Category Total $5,600.00 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0023 | CATEGORY Description | MOB/DEMOB | KYCEMPII SECTION W |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0204 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$210,000.000 |
LS | 0.6 |
| 0205 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$489,607.390 |
LS | 1.5 |
Category Total $699,607.39 |
| SM- Project | X09801190504 | CATEGORY NUMBER | 0024 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS | 3-18-08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8040 | STEEL PRICE ADJUSTMENT NON PARTICAPATING | 10100NS | 0.000 |
31,770.970 |
$1.000 |
DOLL | 0.0 |
| 8041 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
701,811.760 |
$1.000 |
DOLL | 0.0 |
| 8043 | ASPHALT ADJUSTMENT NON PARTICIAPTING | 10030NS | 0.000 |
37,639.360 |
$1.000 |
DOLL | 0.0 |
| 8044 | STEEL PRICE ADJUSTMENT GUARDRAIL NON PARTICIPATING | 10100NS | 0.000 |
3,786.080 |
$1.000 |
DOLL | 0.0 |
| 8049 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | 0.000 |
150.000 |
$57.430 |
MTON | 0.0 |
| 8050 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | 0.000 |
100.000 |
$49.950 |
MTON | 0.0 |
| 8051 | CL3 ASPH SURF 9.50D PG64-22 | 00339M | 0.000 |
70.000 |
$59.260 |
MTON | 0.0 |
| 8052 | CL4 ASPH SURF 9.50B PG76-22 | 00337M | 0.000 |
115.000 |
$72.650 |
MTON | 0.0 |
| 8053 | DROP BOX INLET TYPE 12A | 01550M | 0.000 |
53.660 |
$911.820 |
M | 0.0 |
| 8059 | REPLACE GRATE for Drop Box Inlet Type 1 | 20366ED | 0.000 |
11.000 |
$253.000 |
EACH | 0.0 |
| 8060 | REPLACE GRATE for Drop Box Inlet Type 7 | 20366ED | 0.000 |
1.000 |
$408.000 |
EACH | 0.0 |
| 8061 | REPLACE GRATE for Drop Box Inlet Type 5B | 20366ED | 0.000 |
11.000 |
$365.000 |
EACH | 0.0 |
| 8066 | STEEL PRICE ADJUSTMENT for Guardrail NonParticipating | 10100NS | 0.000 |
41,315.240 |
$1.000 |
DOLL | 0.0 |
| 8068 | RECONSTRUCT MEDIAN BOX INLET | 01633 | 0.000 |
1.000 |
$1,925.000 |
EACH | 0.0 |
| 8096 | REPLACE GRATE for Drop Box Inlet Type 2 | 20366ED | 0.000 |
1.000 |
$498.750 |
EACH | 0.0 |
| 8098 | STEEL PRICE ADJUSTMENT for signs | 10100NS | 0.000 |
2,931.050 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |