Item List 030334 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 030334 | Primary Project Number | X025006405001 |
Contract Description | LEXINGTON-CATLETTSBURG ROAD (I-64) | ||
Primary County | CLARK | Fed/St Number | IM-NH 64-5 (63) 89 |
Vendor ID | 00135 | Vendor Name | THE ALLEN COMPANY INC |
Bid Amount | $ 20,636,242.58 |
SM- Project | X025006405001 |
Fed/State Number | IM-NH 64-5 (63) 89 |
Project Description | LEXINGTON-CATLETTSBURG ROAD (I-64) |
*********** |
SM- Project | X025006405001 | CATEGORY NUMBER | 0011 | CATEGORY Description | DEMOBILIZATION AND MOBILIZATION | CPES SUBSECTION K |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0167 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$590,000.000 |
LS | 2.9 |
0168 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$298,000.000 |
LS | 1.4 |
Category Total $888,000.00 |
SM- Project | X025006405001 | CATEGORY NUMBER | 0009 | CATEGORY Description | LIGHTING | CPES SUBSECTION I |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0162 | POLE BASE IN MEDIAN WALL | 04741 | 56.000 |
56.000 |
$1,400.000 |
EACH | 0.4 |
0163 | JUNCTION BOX-ELECTRICAL | 04810 | 6.000 |
6.000 |
$300.000 |
EACH | 0.0 |
0164 | JUNCTION BOX TYPE B | 04811 | 12.000 |
12.000 |
$300.000 |
EACH | 0.0 |
0165 | CONDUIT-2 INCH | 04795 | 1,712.000 |
1,712.000 |
$5.000 |
LF | 0.0 |
0166 | CONDUIT-3 INCH | 04797 | 15,450.000 |
15,450.000 |
$7.500 |
LF | 0.6 |
Category Total $208,235.00 |
SM- Project | X025006405001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0001 | CONCRETE-CLASS A ROADWAY | 08100 | 545.600 |
545.600 |
$273.000 |
CUYD | 0.7 |
0002 | STEEL REINFORCEMENT ROADWAY | 08150 | 68,193.000 |
68,193.000 |
$0.600 |
LB | 0.2 |
0003 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 151.000 |
151.000 |
$45.000 |
CUYD | 0.0 |
0004 | FOUNDATION PREPARATION (STA. 1547+19) | 08003 | 1.000 |
1.000 |
$1,560.000 |
LS | 0.0 |
0005 | FOUNDATION PREPARATION (STA. 1547+19) | 08003 | 1.000 |
1.000 |
$1,560.000 |
LS | 0.0 |
0006 | FOUNDATION PREPARATION (STA. 1547+19) | 08003 | 1.000 |
1.000 |
$1,560.000 |
LS | 0.0 |
0007 | FOUNDATION PREPARATION (STA. 1547+19) | 08003 | 1.000 |
1.000 |
$2,280.000 |
LS | 0.0 |
0008 | REMOVE CONCRETE MASONRY | 02403 | 108.100 |
108.100 |
$90.000 |
CUYD | 0.0 |
0009 | DRILLED SHAFT-54" | 07306 | 49.400 |
49.400 |
$208.860 |
LF | 0.1 |
0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 2.000 |
2.000 |
$75.000 |
TON | 0.0 |
0011 | PERFORATED PIPE-4 INCH | 01000 | 731.000 |
731.000 |
$8.000 |
LF | 0.0 |
0012 | PERFORATED PIPE-6 INCH | 01001 | 17,133.000 |
17,133.000 |
$5.250 |
LF | 0.4 |
0013 | NON-PERFORATED PIPE-4 INCH | 01010 | 24.000 |
24.000 |
$15.000 |
LF | 0.0 |
0014 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
0015 | ISLAND INTEGRAL CURB | 01845 | 34.500 |
34.500 |
$30.000 |
LF | 0.0 |
0016 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 1,560.000 |
1,560.000 |
$7.250 |
EACH | 0.1 |
0017 | REMOVE PAVEMENT | 02091 | 390.000 |
390.000 |
$5.750 |
SQYD | 0.0 |
0018 | GRANULAR EMBANKMENT | 02223 | 9,229.000 |
9,229.000 |
$25.000 |
CUYD | 1.1 |
0019 | EMBANKMENT IN PLACE | 02230 | 134,309.000 |
134,309.000 |
$9.800 |
CUYD | 6.4 |
0020 | WATER | 02242 | 3,585.000 |
3,585.000 |
$1.000 |
MGAL | 0.0 |
0021 | REMOVE & REPLACE FENCE | 02268 | 32,699.000 |
32,699.000 |
$5.600 |
LF | 0.9 |
0022 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 9,737.500 |
9,737.500 |
$9.300 |
LF | 0.4 |
0023 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 5.000 |
5.000 |
$32.300 |
EACH | 0.0 |
0024 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,430.000 |
EACH | 0.0 |
0025 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$2,610.000 |
EACH | 0.0 |
0026 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 6.000 |
6.000 |
$340.000 |
EACH | 0.0 |
0027 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
0028 | REMOVE GUARDRAIL | 02381 | 15,500.000 |
15,500.000 |
$1.140 |
LF | 0.1 |
0029 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 9.000 |
9.000 |
$1,450.000 |
EACH | 0.1 |
0030 | TEMPORARY GUARDRAIL | 02397 | 900.000 |
900.000 |
$7.480 |
LF | 0.0 |
0031 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$85,000.000 |
LS | 0.4 |
0032 | FABRIC-GEOTEXTILE TYPE III | 02598 | 11,679.000 |
11,679.000 |
$1.500 |
SQYD | 0.1 |
0033 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 9,265.000 |
9,265.000 |
$1.500 |
SQYD | 0.1 |
0034 | SAFELOADING | 02690 | 2.800 |
2.800 |
$210.000 |
CUYD | 0.0 |
0035 | SIDEWALK-4 INCH CONCRETE | 02720 | 19.000 |
19.000 |
$61.000 |
SQYD | 0.0 |
0036 | STAKING | 02726 | 1.000 |
1.000 |
$110,000.000 |
LS | 0.5 |
0037 | CONC MED BAR TY 14C(50) | 20413ES508 | 15,379.000 |
15,379.000 |
$58.950 |
LF | 4.4 |
0038 | CONC MED BAR TY 14C1(50) | 20414ES508 | 142.000 |
142.000 |
$343.600 |
LF | 0.2 |
0039 | CONC MED BAR TY 12C2(50) | 20415ES508 | 180.000 |
180.000 |
$158.800 |
LF | 0.1 |
0040 | CONC MED BAR TY 14C(50) MODIFIED | 20413ES508 | 142.000 |
142.000 |
$65.300 |
LF | 0.0 |
0041 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$150,000.000 |
LS | 0.7 |
0042 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
0043 | CHANNEL LINING CLASS II | 02483 | 3,754.500 |
3,754.500 |
$22.500 |
TON | 0.4 |
0044 | CHANNEL LINING CLASS III | 02484 | 489.000 |
489.000 |
$31.500 |
TON | 0.1 |
0045 | TEMPORARY SILT FENCE | 02701 | 976.000 |
976.000 |
$2.000 |
LF | 0.0 |
0046 | SILT TRAP TYPE B | 02704 | 41.000 |
41.000 |
$420.000 |
EACH | 0.1 |
0047 | SILT CHECK | 02705 | 175.000 |
175.000 |
$100.000 |
EACH | 0.1 |
0048 | SILT CHECK TY II (MOD) | 09277 | 44.000 |
44.000 |
$210.000 |
EACH | 0.0 |
0049 | CLEAN SILT TRAP TYPE B | 02707 | 41.000 |
41.000 |
$100.000 |
EACH | 0.0 |
0050 | CLEAN SILT CHECK | 02708 | 175.000 |
175.000 |
$40.000 |
EACH | 0.0 |
0051 | CLEAN SILT CHECK TY II (MOD) | 09278 | 44.000 |
44.000 |
$50.000 |
EACH | 0.0 |
0052 | CLEAN TEMPORARY SILT FENCE | 02709 | 976.000 |
976.000 |
$0.600 |
LF | 0.0 |
0053 | EROSION CONTROL BLANKET | 05950 | 12,574.000 |
12,574.000 |
$1.160 |
SQYD | 0.1 |
0054 | TEMP SEEDING AND PROTECTION | 05953 | 16,258.000 |
16,258.000 |
$0.220 |
SQYD | 0.0 |
0055 | TOPDRESSING FERTILIZER | 05966 | 9.400 |
9.400 |
$300.000 |
TON | 0.0 |
0056 | SEEDING AND PROTECTION | 05985 | 162,585.000 |
162,585.000 |
$0.270 |
SQYD | 0.2 |
0057 | SPECIAL SEEDING CROWN VETCH | 05989 | 31,729.000 |
31,729.000 |
$0.170 |
SQYD | 0.0 |
0058 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$214,975.780 |
LS | 1.0 |
0059 | RELOCATE TEMP CONC MED BARRIER | 02003 | 4,000.000 |
4,000.000 |
$4.000 |
LF | 0.1 |
0060 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$250.000 |
EACH | 0.0 |
0061 | SIGNS | 02562 | 2,346.000 |
2,346.000 |
$6.850 |
SQFT | 0.1 |
0062 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$25,000.000 |
EACH | 0.2 |
0063 | FLASHING ARROW | 02775 | 4.000 |
4.000 |
$5,000.000 |
EACH | 0.1 |
0064 | CRASH CUSHION TYPE VI-T | 02894 | 5.000 |
5.000 |
$10,165.000 |
EACH | 0.2 |
0065 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 36,940.000 |
36,940.000 |
$49.100 |
LF | 8.8 |
0066 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 487.000 |
487.000 |
$5.000 |
EACH | 0.0 |
0067 | TUBULAR MARKERS | 03225 | 18.000 |
18.000 |
$50.000 |
EACH | 0.0 |
0068 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 30,725.000 |
30,725.000 |
$0.140 |
LF | 0.0 |
0069 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 583,698.000 |
583,698.000 |
$0.140 |
LF | 0.4 |
0070 | PAVE STRIPING REMOVAL-6 INCH | 06531 | 1,320.000 |
1,320.000 |
$0.500 |
LF | 0.0 |
0071 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 4,725.000 |
4,725.000 |
$2.450 |
LF | 0.1 |
0072 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 121,406.000 |
121,406.000 |
$1.080 |
LF | 0.6 |
0073 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 104,316.000 |
104,316.000 |
$1.080 |
LF | 0.5 |
0074 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 946.000 |
946.000 |
$3.250 |
EACH | 0.0 |
0075 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 7,559.000 |
7,559.000 |
$3.250 |
EACH | 0.1 |
0076 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 16,379.000 |
16,379.000 |
$0.120 |
LF | 0.0 |
0077 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 48.000 |
48.000 |
$5.000 |
LF | 0.0 |
0078 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 61,167.000 |
61,167.000 |
$0.500 |
LF | 0.1 |
0079 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 40,778.000 |
40,778.000 |
$0.500 |
LF | 0.1 |
0080 | PAVEMENT MARKER TYPE V-BY | 06591 | 104.000 |
104.000 |
$16.000 |
EACH | 0.0 |
0081 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 891.000 |
891.000 |
$16.000 |
EACH | 0.1 |
0082 | ENTRANCE PIPE-15 INCH | 00440 | 240.000 |
240.000 |
$25.000 |
LF | 0.0 |
0083 | CULVERT PIPE-15 INCH | 00461 | 56.000 |
56.000 |
$60.000 |
LF | 0.0 |
0084 | CULVERT PIPE-15 INCH | 00461 | 177.000 |
177.000 |
$60.000 |
LF | 0.1 |
0085 | CULVERT PIPE-18 INCH | 00462 | 18.000 |
18.000 |
$52.000 |
LF | 0.0 |
0086 | CULVERT PIPE-18 INCH | 00462 | 132.000 |
132.000 |
$45.000 |
LF | 0.0 |
0087 | CULVERT PIPE-24 INCH | 00464 | 153.000 |
153.000 |
$60.000 |
LF | 0.0 |
0088 | STORM SEWER PIPE-15 INCH | 00521 | 27.000 |
27.000 |
$50.000 |
LF | 0.0 |
0089 | STORM SEWER PIPE-15 INCH | 00521 | 61.000 |
61.000 |
$50.000 |
LF | 0.0 |
0090 | STORM SEWER PIPE-18 INCH | 00522 | 106.000 |
106.000 |
$55.000 |
LF | 0.0 |
0091 | STORM SEWER PIPE-18 INCH | 00522 | 1,837.000 |
1,837.000 |
$50.000 |
LF | 0.4 |
0092 | STORM SEWER PIPE-18 INCH EQUIV | 00552 | 12.000 |
12.000 |
$58.000 |
LF | 0.0 |
0093 | STORM SEWER PIPE-24 INCH | 00524 | 32.000 |
32.000 |
$60.000 |
LF | 0.0 |
0094 | STORM SEWER PIPE-24 INCH | 00524 | 536.000 |
536.000 |
$55.000 |
LF | 0.1 |
0095 | STORM SEWER PIPE-30 INCH | 00526 | 371.000 |
371.000 |
$65.000 |
LF | 0.1 |
0096 | METAL END SECTION TY 4-18 INCH | 01411 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
0097 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 3.000 |
3.000 |
$1,400.000 |
EACH | 0.0 |
0098 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 3.000 |
3.000 |
$1,300.000 |
EACH | 0.0 |
0099 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
0100 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 4.000 |
4.000 |
$2,300.000 |
EACH | 0.0 |
0101 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
0102 | DROP BOX INLET TYPE 1 | 01490 | 4.000 |
4.000 |
$2,800.000 |
EACH | 0.1 |
0103 | DROP BOX INLET TYPE 5C | 01508 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.0 |
0104 | DROP BOX INLET TYPE 5D | 01511 | 7.000 |
7.000 |
$3,500.000 |
EACH | 0.1 |
0105 | DROP BOX INLET TYPE 13G | 01559 | 9.000 |
9.000 |
$2,250.000 |
EACH | 0.1 |
0106 | DROP BOX INLET TYPE 13S | 01568 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
0107 | CONC MED BARR BOX INLET TY 14A2 50 | 01614 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.0 |
0108 | CONC MED BARR BOX INLET TY 14A2 A1-50 | 01614 | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
0109 | CONC MED BARR BOX INLET TY 14B2 50 | 01615 | 16.000 |
16.000 |
$4,500.000 |
EACH | 0.3 |
0110 | CONC MED BARR BOX INLET TY 14B1 50 | 01616 | 9.000 |
9.000 |
$4,775.000 |
EACH | 0.2 |
0111 | CONC MED BARR BOX INLET TY 14B2 T-50 | 01615 | 2.000 |
2.000 |
$3,470.000 |
EACH | 0.0 |
0112 | CONC MED BARR BOX INLET BOT PH-MOD | 09589M02 | 2.000 |
2.000 |
$1,400.000 |
EACH | 0.0 |
0113 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
0114 | JUNCTION BOX | 01650 | 8.000 |
8.000 |
$1,300.000 |
EACH | 0.1 |
0115 | CONCRETE-CLASS A | 08100 | 4.710 |
4.710 |
$950.000 |
CUYD | 0.0 |
0116 | STEEL REINFORCEMENT | 08150 | 38.000 |
38.000 |
$1.000 |
LB | 0.0 |
0117 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 9,443.000 |
9,443.000 |
$38.000 |
TON | 1.7 |
0118 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,504.000 |
1,504.000 |
$42.000 |
TON | 0.3 |
0119 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 8,143.000 |
17,732.809 |
$41.350 |
TON | 1.6 |
0120 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 21,128.000 |
12,040.689 |
$56.950 |
TON | 5.8 |
0121 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | 13,848.000 |
13,848.000 |
$37.000 |
TON | 2.5 |
0122 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 41,729.000 |
41,729.000 |
$37.900 |
TON | 7.7 |
0123 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | 16,411.000 |
16,411.000 |
$38.400 |
TON | 3.1 |
0124 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | 35,391.000 |
35,391.000 |
$38.400 |
TON | 6.6 |
0125 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | 23,635.000 |
23,635.000 |
$45.500 |
TON | 5.2 |
0126 | ASPHALT SEAL AGGREGATE | 00100 | 390.200 |
390.200 |
$45.000 |
TON | 0.1 |
0127 | EMULSIFIED ASPHALT RS-2 | 00291 | 47.100 |
47.100 |
$350.000 |
TON | 0.1 |
0128 | LEVELING & WEDGING PG64-22 | 00190 | 32,469.000 |
32,469.000 |
$41.750 |
TON | 6.6 |
0129 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 34,428.000 |
33,610.785 |
$29.900 |
TON | 5.0 |
0130 | SAND FOR BLOTTER | 02702 | 310.000 |
310.000 |
$32.000 |
TON | 0.0 |
0131 | ASPHALT CURING SEAL | 00358 | 99.000 |
99.000 |
$300.000 |
TON | 0.1 |
0132 | D G A BASE | 00001 | 130,502.000 |
102,912.000 |
$15.650 |
TON | 9.9 |
0133 | TRAFFIC BOUND BASE | 00020 | 70.000 |
70.000 |
$25.000 |
TON | 0.0 |
0134 | JPC PAVEMENT-8 INCH | 02084 | 67.000 |
67.000 |
$75.000 |
SQYD | 0.0 |
0135 | ASPHALT PLACEMENT WITH MTV | 00338 | 96,565.000 |
96,565.000 |
$1.500 |
TON | 0.7 |
0136 | EDGE KEY | 02585 | 79.500 |
79.500 |
$10.000 |
LF | 0.0 |
0137 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
0138 | ASPH PAVE MILLING & TEXTURING | 02677 | 3,781.000 |
3,781.000 |
$17.000 |
TON | 0.3 |
0139 | SAWCUT | 09841 | 34,377.000 |
34,377.000 |
$1.000 |
LF | 0.2 |
8000 | STRUCTURE GRANULAR BACKFILL SPECIAL | 02231 | 0.000 |
192.000 |
$78.100 |
CUYD | 0.0 |
8001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 0.000 |
27,590.000 |
$15.650 |
TON | 0.0 |
8003 | WATER-FILLED BARRIERS | 02005 | 0.000 |
78.000 |
$47.750 |
LF | 0.0 |
8004 | EW~ LAW ENFORCEMENT OFFICER | 10090NX | 0.000 |
1.000 |
$80,000.000 |
LS | 0.0 |
8005 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 0.000 |
30.000 |
$185.000 |
EACH | 0.0 |
8006 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$23,050.000 |
LS | 0.0 |
8007 | GUARDRAIL END TREATMENT TYPE 7 Guardrail End Treatment Type 7 | 02371 | 0.000 |
2.000 |
$665.000 |
EACH | 0.0 |
8008 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 0.000 |
400.000 |
$32.785 |
LF | 0.0 |
8009 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 0.000 |
182.160 |
$25.380 |
TON | 0.0 |
8010 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | 0.000 |
515.000 |
$3.250 |
LF | 0.0 |
8011 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | 0.000 |
515.000 |
$3.250 |
LF | 0.0 |
8012 | EW~ EW~LANE DROP SIGN & MOUNT | 10094NX | 0.000 |
4.000 |
$505.000 |
EACH | 0.0 |
8014 | FUEL ADJUSTMENT A147 | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8015 | ASPHALT ADJUSTMENT A148 | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8016 | LOT PAY ADJUSTMENT A146 | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8018 | RIDE QUALITY ADJUSTMENT ASPH A145 | 10050NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
8019 | INCENTIVE/DISINCENTIVE LANE CLOSURE SSSC A140 | 02571 | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $18,761,667.20 |
SM- Project | X025006405001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0140 | CONCRETE-CLASS A | 08100 | 128.900 |
128.900 |
$273.000 |
CUYD | 0.2 |
0141 | CONCRETE-CLASS AA | 08104 | 523.000 |
523.000 |
$310.000 |
CUYD | 0.8 |
0142 | STEEL REINFORCEMENT | 08150 | 12,677.000 |
12,677.000 |
$0.600 |
LB | 0.0 |
0143 | STEEL REINF-EPOXY COATED | 08151 | 133,438.000 |
133,438.000 |
$0.660 |
LB | 0.4 |
0144 | PRECAST PC I BEAM TYPE 5 | 08636 | 1,528.000 |
1,528.000 |
$176.000 |
LF | 1.3 |
0145 | TEST PILES | 08033 | 65.000 |
65.000 |
$35.000 |
LF | 0.0 |
0146 | PILES-STEEL HP14X89 | 08051 | 420.000 |
420.000 |
$35.000 |
LF | 0.1 |
0147 | PILE POINTS-14 INCH | 08095 | 16.000 |
16.000 |
$110.000 |
EACH | 0.0 |
0148 | MASONRY COATING | 02998 | 1,235.000 |
1,235.000 |
$8.000 |
SQYD | 0.0 |
0149 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 45.000 |
45.000 |
$45.000 |
CUYD | 0.0 |
0150 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 179.000 |
179.000 |
$20.000 |
TON | 0.0 |
0151 | STRUCTURE GRANULAR BACKFILL | 02231 | 192.000 |
0.000 |
$33.000 |
CUYD | 0.0 |
0152 | FOUNDATION PREPARATION BRIDGE | 08003 | 1.000 |
1.000 |
$7,200.000 |
LS | 0.0 |
0153 | ELECTRICAL CONDUIT | 08269 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.0 |
0154 | ARMORED EDGE FOR CONCRETE | 03299 | 96.300 |
96.300 |
$36.000 |
LF | 0.0 |
Category Total $620,145.78 |
SM- Project | X025006405001 | CATEGORY NUMBER | 0005 | CATEGORY Description | LANDSCAPING | CPES SUBSECTION E |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0155 | TREE NEED SUPPLEMENTAL DESCRIPTION RED OAK | 00500EC | 90.000 |
90.000 |
$453.500 |
EACH | 0.2 |
0156 | TREE NEED SUPPLEMENTAL DESCRIPTION CIMMARON GREEN ASH | 00500EC | 88.000 |
88.000 |
$438.400 |
EACH | 0.2 |
0157 | EASTERN WHITE PINE | 05026 | 408.000 |
408.000 |
$166.300 |
EACH | 0.3 |
Category Total $147,244.60 |
SM- Project | X025006405001 | CATEGORY NUMBER | 0007 | CATEGORY Description | SIGNING | CPES SUBSECTION G |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0158 | STEEL POST MILE MARKERS | 06412 | 6.000 |
6.000 |
$95.000 |
EACH | 0.0 |
0159 | REFERENCE MARKER | 04903 | 14.000 |
14.000 |
$250.000 |
EACH | 0.0 |
0160 | RELOCATE SIGN REMOVE & | 98923N | 6.000 |
6.000 |
$400.000 |
EACH | 0.0 |
0161 | FLEXIBLE DELINEATOR POST-W | 06417 | 175.000 |
175.000 |
$25.600 |
EACH | 0.0 |
Category Total $10,950.00 |
SM- Project | X025006405001 | CATEGORY NUMBER | 0012 | CATEGORY Description | NON PARTICIPATING FHWA |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
8013 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
16,820.390 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |