|
Item List 141289 |
Date:01/22/2021 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 141289 | Primary Project Number | DE07990031489 |
| Contract Description | JULIAN M. CARROLL PURCHASE PARKWAY (9003) | ||
| Primary County | MARSHALL | Fed/St Number | FD04 SPP 079 9003 042-044 |
| Vendor ID | 02618 | Vendor Name | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY |
| Bid Amount | $ 8,157,935.22 | ||
| SM- Project | DE07990031489 |
| Fed/State Number | FD04 SPP 079 9003 042-044 |
| Project Description | JULIAN M. CARROLL PURCHASE PARKWAY (9003) |
| *********** |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | DGA BASE | 00001 | 38,281.000 |
38,281.000 |
$15.000 |
TON | 7.0 |
| 0002 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 1,338.000 |
1,338.000 |
$45.000 |
TON | 0.7 |
| 0003 | ASPHALT SEAL AGGREGATE | 00100 | 264.000 |
264.000 |
$60.390 |
TON | 0.2 |
| 0004 | ASPHALT SEAL COAT | 00103 | 32.000 |
32.000 |
$889.630 |
TON | 0.3 |
| 0005 | LEVELING & WEDGING PG64-22 | 00190 | 478.000 |
478.000 |
$63.000 |
TON | 0.4 |
| 0006 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | 691.000 |
691.000 |
$54.000 |
TON | 0.5 |
| 0007 | CL3 ASPH BASE 1.50D PG76-22 | 00207 | 5,900.000 |
5,900.000 |
$63.000 |
TON | 4.6 |
| 0008 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,728.000 |
1,728.000 |
$54.000 |
TON | 1.1 |
| 0009 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 10,885.000 |
10,885.000 |
$54.000 |
TON | 7.2 |
| 0010 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 3,307.000 |
3,307.000 |
$63.000 |
TON | 2.6 |
| 0011 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | 490.000 |
490.000 |
$63.000 |
TON | 0.4 |
| 0012 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 787.000 |
787.000 |
$78.000 |
TON | 0.8 |
| 0013 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | 3,011.000 |
3,011.000 |
$78.000 |
TON | 2.9 |
| 0014 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 815.000 |
815.000 |
$25.000 |
TON | 0.2 |
| 8001 | GRANULAR EMBANKMENT | 20072ES805 | 0.000 |
45,000.000 |
$17.500 |
TON | 0.0 |
Category Total $2,354,896.12 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 3,908.000 |
3,908.000 |
$17.990 |
TON | 0.9 |
| 0016 | PERFORATED PIPE-4 IN | 01000 | 3,180.000 |
3,180.000 |
$5.580 |
LF | 0.2 |
| 0017 | NON-PERFORATED PIPE-4 IN | 01010 | 72.000 |
72.000 |
$19.330 |
LF | 0.0 |
| 0018 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 8.000 |
8.000 |
$608.380 |
EACH | 0.1 |
| 0019 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$762.240 |
EACH | 0.0 |
| 0020 | REMOVE PIPE | 01310 | 130.000 |
130.000 |
$1.600 |
LF | 0.0 |
| 0021 | FLUME INLET TYPE 1 | 01690 | 2.000 |
2.000 |
$3,610.740 |
EACH | 0.1 |
| 0022 | FLUME INLET TYPE 2 | 01691 | 17.000 |
17.000 |
$3,417.730 |
EACH | 0.7 |
| 0023 | REMOVE CURB & GUTTER BOX INLET | 01705 | 6.000 |
6.000 |
$251.250 |
EACH | 0.0 |
| 0024 | STANDARD CURB AND GUTTER MOD | 01811 | 1,336.000 |
1,336.000 |
$27.750 |
LF | 0.5 |
| 0025 | REMOVE CURB AND GUTTER | 01812 | 6,308.000 |
6,308.000 |
$2.950 |
LF | 0.2 |
| 0026 | ASPHALT WEDGE CURB | 01897 | 3,970.000 |
3,970.000 |
$4.910 |
LF | 0.2 |
| 0027 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | 605.000 |
605.000 |
$59.640 |
SQYD | 0.4 |
| 0028 | MOUNTABLE MEDIAN TYPE 2 | 01937 | 1,068.000 |
1,068.000 |
$56.830 |
SQYD | 0.7 |
| 0029 | MOUNTABLE MEDIAN TYPE 3 | 01939 | 139.000 |
139.000 |
$61.880 |
SQYD | 0.1 |
| 0030 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 172.000 |
172.000 |
$6.800 |
EACH | 0.0 |
| 0031 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$463.210 |
EACH | 0.0 |
| 0032 | REMOVE PAVEMENT | 02091 | 2,190.000 |
2,190.000 |
$0.950 |
SQYD | 0.0 |
| 0033 | PAVED DITCH TYPE 1 | 02157 | 1,859.000 |
1,859.000 |
$77.590 |
SQYD | 1.8 |
| 0034 | TEMP DITCH | 02159 | 10,707.000 |
10,707.000 |
$0.170 |
LF | 0.0 |
| 0035 | EMBANKMENT IN PLACE | 02230 | 175,240.000 |
175,240.000 |
$3.240 |
CUYD | 7.0 |
| 0036 | WATER | 02242 | 3,600.000 |
3,600.000 |
$0.010 |
MGAL | 0.0 |
| 0037 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 4,688.000 |
4,688.000 |
$5.000 |
LF | 0.3 |
| 0038 | REMOVE FENCE | 02265 | 6,792.000 |
6,792.000 |
$2.250 |
LF | 0.2 |
| 0039 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 9,371.000 |
9,371.000 |
$15.450 |
LF | 1.8 |
| 0041 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$45.000 |
EACH | 0.0 |
| 0042 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 4.000 |
4.000 |
$680.000 |
EACH | 0.0 |
| 0043 | REMOVE GUARDRAIL | 02381 | 8,216.000 |
8,216.000 |
$1.500 |
LF | 0.2 |
| 0044 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 6.000 |
6.000 |
$375.000 |
EACH | 0.0 |
| 0045 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0046 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 23.000 |
23.000 |
$78.320 |
EACH | 0.0 |
| 0047 | WITNESS POST | 02432 | 15.000 |
15.000 |
$50.990 |
EACH | 0.0 |
| 0048 | CHANNEL LINING CLASS II | 02483 | 436.000 |
436.000 |
$20.800 |
TON | 0.1 |
| 0049 | CHANNEL LINING CLASS III | 02484 | 91.000 |
91.000 |
$20.190 |
TON | 0.0 |
| 0050 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$145,000.000 |
LS | 1.8 |
| 0051 | TEMPORARY SIGNS | 02562 | 702.000 |
702.000 |
$15.320 |
SQFT | 0.1 |
| 0052 | EDGE KEY | 02585 | 372.000 |
372.000 |
$45.000 |
LF | 0.2 |
| 0053 | FABRIC-GEOTEXTILE TYPE I | 02596 | 783.000 |
783.000 |
$2.440 |
SQYD | 0.0 |
| 0054 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 5,133.000 |
5,133.000 |
$1.570 |
SQYD | 0.1 |
| 0055 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 1,984.000 |
1,984.000 |
$2.000 |
SQYD | 0.0 |
| 0056 | REMOVE HEADWALL | 02625 | 16.000 |
16.000 |
$173.060 |
EACH | 0.0 |
| 0057 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$450,000.000 |
LS | 5.5 |
| 0058 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$7,573.520 |
EACH | 0.2 |
| 0059 | CROSSOVER (STATION 2140+00) | 02655 | 1.000 |
1.000 |
$66,683.260 |
LS | 0.8 |
| 0060 | CROSSOVER (STATION 2113+00) | 02655 | 1.000 |
1.000 |
$66,683.260 |
LS | 0.8 |
| 0061 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 8.000 |
8.000 |
$4,820.700 |
EACH | 0.5 |
| 0062 | SETTLEMENT PLATFORM | 02692 | 4.000 |
8.000 |
$1,805.430 |
EACH | 0.1 |
| 0063 | TEMP SILT FENCE | 02701 | 12,857.000 |
12,857.000 |
$0.780 |
LF | 0.1 |
| 0064 | SILT TRAP TYPE A | 02703 | 24.000 |
24.000 |
$404.710 |
EACH | 0.1 |
| 0065 | SILT TRAP TYPE B | 02704 | 24.000 |
24.000 |
$332.320 |
EACH | 0.1 |
| 0066 | SILT TRAP TYPE C | 02705 | 24.000 |
24.000 |
$323.270 |
EACH | 0.1 |
| 0067 | CLEAN SILT TRAP TYPE A | 02706 | 72.000 |
72.000 |
$90.490 |
EACH | 0.1 |
| 0068 | CLEAN SILT TRAP TYPE B | 02707 | 72.000 |
72.000 |
$72.390 |
EACH | 0.1 |
| 0069 | CLEAN SILT TRAP TYPE C | 02708 | 72.000 |
72.000 |
$60.320 |
EACH | 0.1 |
| 0070 | CLEAN TEMP SILT FENCE | 02709 | 12,857.000 |
12,857.000 |
$0.270 |
LF | 0.0 |
| 0071 | SIDEWALK-4 IN CONCRETE | 02720 | 299.000 |
299.000 |
$44.730 |
SQYD | 0.2 |
| 0072 | REMOVE CONCRETE SIDEWALK | 02721 | 45.000 |
45.000 |
$4.630 |
SQYD | 0.0 |
| 0073 | STAKING | 02726 | 1.000 |
1.000 |
$125,000.000 |
LS | 1.5 |
| 0074 | REMOVE STRUCTURE REMOVE RED CROSS FACILITY | 02731 | 1.000 |
1.000 |
$17,337.520 |
LS | 0.2 |
| 0075 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 11,620.000 |
11,620.000 |
$16.040 |
LF | 2.3 |
| 0076 | STEEL PIPE-2 1/2 IN | 03340 | 84.000 |
168.000 |
$52.010 |
LF | 0.1 |
| 0077 | STEEL PIPE-4 IN | 03343 | 84.000 |
168.000 |
$60.530 |
LF | 0.1 |
| 0078 | EROSION CONTROL BLANKET | 05950 | 6,048.000 |
6,048.000 |
$1.050 |
SQYD | 0.1 |
| 0079 | TEMP MULCH | 05952 | 102,987.000 |
102,987.000 |
$0.200 |
SQYD | 0.3 |
| 0080 | INITIAL FERTILIZER | 05963 | 6.000 |
6.000 |
$950.000 |
TON | 0.1 |
| 0081 | 20-10-10 FERTILIZER | 05964 | 6.000 |
6.000 |
$950.000 |
TON | 0.1 |
| 0082 | SEEDING AND PROTECTION | 05985 | 85,785.000 |
85,785.000 |
$0.320 |
SQYD | 0.3 |
| 0083 | SPECIAL SEEDING CROWN VETCH | 05989 | 53,200.000 |
53,200.000 |
$0.300 |
SQYD | 0.2 |
| 0084 | AGRICULTURAL LIMESTONE | 05992 | 63.000 |
63.000 |
$150.000 |
TON | 0.1 |
| 0085 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 151.000 |
151.000 |
$25.000 |
EACH | 0.0 |
| 0086 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | 173.000 |
173.000 |
$25.000 |
EACH | 0.1 |
| 0087 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 70,280.000 |
70,280.000 |
$0.350 |
LF | 0.3 |
| 0088 | PAVE STRIPING-THERMO-4 IN W | 06540 | 3,004.000 |
3,004.000 |
$1.250 |
LF | 0.0 |
| 0089 | PAVE STRIPING-THERMO-4 IN Y | 06541 | 3,200.000 |
3,200.000 |
$1.250 |
LF | 0.0 |
| 0090 | PAVE STRIPING-THERMO-6 IN W | 06542 | 14,001.000 |
14,001.000 |
$1.450 |
LF | 0.2 |
| 0091 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 9,755.000 |
9,755.000 |
$1.450 |
LF | 0.2 |
| 0092 | PAVE STRIPING-THERMO-12 IN W | 06546 | 1,784.000 |
1,784.000 |
$4.000 |
LF | 0.1 |
| 0093 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 87.000 |
87.000 |
$10.000 |
LF | 0.0 |
| 0094 | PAVE MARKING-THERMO STR ARROW | 06573 | 2.000 |
2.000 |
$125.000 |
EACH | 0.0 |
| 0095 | PAVE MARKING-THERMO CURV ARROW | 06574 | 18.000 |
18.000 |
$125.000 |
EACH | 0.0 |
| 0096 | PAVEMENT MARKER TYPE V-MW | 06589 | 261.000 |
261.000 |
$35.000 |
EACH | 0.1 |
| 0097 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 255.000 |
255.000 |
$35.000 |
EACH | 0.1 |
| 0098 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 134.000 |
134.000 |
$35.000 |
EACH | 0.1 |
| 0099 | FUEL ADJUSTMENT | 10020NS | 90,731.000 |
90,731.000 |
$1.000 |
DOLL | 1.1 |
| 0100 | ASPHALT ADJUSTMENT | 10030NS | 113,030.000 |
113,030.000 |
$1.000 |
DOLL | 1.4 |
| 0101 | GRANULAR PILE CORE | 20209EP69 | 1,076.000 |
1,076.000 |
$33.450 |
CUYD | 0.4 |
| 0102 | TEMP CRASH CUSHION | 20738NS112 | 8.000 |
8.000 |
$5,200.000 |
EACH | 0.5 |
| 0103 | REMOVE GRAVEL ENTRANCE | 23250ED | 212.000 |
212.000 |
$1.190 |
SQYD | 0.0 |
| 0104 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 665.000 |
665.000 |
$5.500 |
SQYD | 0.0 |
| 0105 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | 1.000 |
1.000 |
$26,000.000 |
EACH | 0.3 |
| 0106 | ORNAMENTAL FENCE AMERISTAR FENCE | 23407EC | 823.000 |
823.000 |
$376.650 |
LF | 3.8 |
| 0107 | REMOVE CONCRETE MEDIAN | 23839EC | 99.000 |
99.000 |
$397.650 |
SQYD | 0.5 |
| 8002 | FABRIC-GEOTEXTILE TYPE III | 02598 | 0.000 |
54,000.000 |
$1.750 |
SQYD | 0.0 |
Category Total $3,383,943.84 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0108 | CULVERT PIPE-15 IN | 00461 | 72.000 |
72.000 |
$32.770 |
LF | 0.0 |
| 0109 | CULVERT PIPE-18 IN | 00462 | 83.000 |
83.000 |
$39.300 |
LF | 0.0 |
| 0110 | CULVERT PIPE-24 IN | 00464 | 242.000 |
242.000 |
$49.400 |
LF | 0.1 |
| 0111 | CULVERT PIPE-30 IN | 00466 | 52.000 |
52.000 |
$59.930 |
LF | 0.0 |
| 0112 | CULVERT PIPE-42 IN | 00469 | 136.000 |
136.000 |
$89.570 |
LF | 0.1 |
| 0113 | STORM SEWER PIPE-15 IN | 00521 | 236.000 |
236.000 |
$29.850 |
LF | 0.1 |
| 0114 | STORM SEWER PIPE-18 IN | 00522 | 218.000 |
218.000 |
$34.600 |
LF | 0.1 |
| 0115 | STORM SEWER PIPE-24 IN | 00524 | 171.000 |
171.000 |
$47.730 |
LF | 0.1 |
| 0116 | PIPE CULVERT HEADWALL-15 IN | 01202 | 3.000 |
3.000 |
$1,007.380 |
EACH | 0.0 |
| 0117 | PIPE CULVERT HEADWALL-18 IN | 01204 | 3.000 |
3.000 |
$1,123.370 |
EACH | 0.0 |
| 0118 | PIPE CULVERT HEADWALL-24 IN | 01208 | 3.000 |
3.000 |
$1,249.590 |
EACH | 0.0 |
| 0119 | PIPE CULVERT HEADWALL-42 IN | 01214 | 2.000 |
2.000 |
$2,134.970 |
EACH | 0.1 |
| 0120 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 2.000 |
2.000 |
$1,257.060 |
EACH | 0.0 |
| 0121 | S & F BOX INLET-OUTLET-18 IN | 01450 | 1.000 |
1.000 |
$1,988.770 |
EACH | 0.0 |
| 0122 | S & F BOX INLET-OUTLET-24 IN | 01451 | 3.000 |
3.000 |
$2,951.650 |
EACH | 0.1 |
| 0123 | S & F BOX INLET-OUTLET-30 IN | 01452 | 2.000 |
2.000 |
$3,808.130 |
EACH | 0.1 |
| 0124 | DROP BOX INLET TYPE 14 | 01577 | 1.000 |
1.000 |
$1,863.810 |
EACH | 0.0 |
| 0125 | MANHOLE TYPE B | 01761 | 4.000 |
4.000 |
$5,374.820 |
EACH | 0.3 |
| 0126 | ADJUST MEDIAN BOX | 02010 | 1.000 |
1.000 |
$3,052.930 |
EACH | 0.0 |
| 0127 | CHANNEL LINING CLASS II | 02483 | 155.000 |
155.000 |
$20.800 |
TON | 0.0 |
| 0128 | CHANNEL LINING CLASS III | 02484 | 130.000 |
130.000 |
$20.190 |
TON | 0.0 |
| 0129 | PIPELINE VIDEO INSPECTION | 23131ER701 | 841.000 |
841.000 |
$2.500 |
LF | 0.0 |
Category Total $125,375.53 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - STA. 411+50.03 - UNNAMED GRAVEL ACCESS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0130 | STRUCTURE GRANULAR BACKFILL | 02231 | 170.000 |
170.000 |
$42.530 |
CUYD | 0.1 |
| 0131 | MASONRY COATING | 02998 | 476.000 |
476.000 |
$6.590 |
SQYD | 0.0 |
| 0132 | ARMORED EDGE FOR CONCRETE | 03299 | 63.000 |
63.000 |
$49.600 |
LF | 0.0 |
| 0133 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 180.000 |
180.000 |
$23.170 |
TON | 0.1 |
| 0134 | TEST PILES | 08033 | 114.000 |
283.750 |
$83.760 |
LF | 0.1 |
| 0135 | CONCRETE-CLASS A | 08100 | 50.200 |
50.200 |
$428.200 |
CUYD | 0.3 |
| 0136 | CONCRETE-CLASS AA | 08104 | 129.400 |
129.400 |
$774.310 |
CUYD | 1.2 |
| 0137 | STEEL REINFORCEMENT | 08150 | 6,250.000 |
6,250.000 |
$0.880 |
LB | 0.1 |
| 0138 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 22,200.000 |
22,200.000 |
$0.990 |
LB | 0.3 |
| 0139 | PRECAST PC I BEAM TYPE 4 | 08634 | 393.300 |
393.300 |
$228.220 |
LF | 1.1 |
| 0140 | RAIL SYSTEM TYPE III | 21532ED | 200.000 |
200.000 |
$85.940 |
LF | 0.2 |
| 0141 | INSIDE FIT SNUB NOSE CONICAL POINT-16 IN | 23825EC | 14.000 |
14.000 |
$319.820 |
EACH | 0.1 |
| 0142 | PIPE PILE-16 IN | 23826EC | 624.000 |
1,024.000 |
$76.110 |
LF | 0.6 |
Category Total $335,297.38 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - STA. 309+20.01 - UNNAMED GRAVEL ACCESS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0143 | STRUCTURE GRANULAR BACKFILL | 02231 | 166.000 |
166.000 |
$42.800 |
CUYD | 0.1 |
| 0144 | MASONRY COATING | 02998 | 504.000 |
504.000 |
$6.300 |
SQYD | 0.0 |
| 0145 | ARMORED EDGE FOR CONCRETE | 03299 | 61.000 |
61.000 |
$50.230 |
LF | 0.0 |
| 0146 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 200.000 |
200.000 |
$22.830 |
TON | 0.1 |
| 0147 | TEST PILES | 08033 | 194.000 |
194.000 |
$80.900 |
LF | 0.2 |
| 0148 | CONCRETE-CLASS A | 08100 | 49.600 |
49.600 |
$432.010 |
CUYD | 0.3 |
| 0149 | CONCRETE-CLASS AA | 08104 | 134.700 |
134.700 |
$767.740 |
CUYD | 1.3 |
| 0150 | STEEL REINFORCEMENT | 08150 | 5,626.000 |
5,626.000 |
$0.890 |
LB | 0.1 |
| 0151 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 23,148.000 |
23,148.000 |
$0.990 |
LB | 0.3 |
| 0152 | PRECAST PC I BEAM TYPE 4 | 08634 | 418.000 |
418.000 |
$225.910 |
LF | 1.2 |
| 0153 | RAIL SYSTEM TYPE III | 21532ED | 212.000 |
212.000 |
$85.710 |
LF | 0.2 |
| 0154 | INSIDE FIT SNUB NOSE CONICAL POINT-16 IN | 23825EC | 14.000 |
14.000 |
$319.820 |
EACH | 0.1 |
| 0155 | PIPE PILE-16 IN | 23826EC | 1,104.000 |
1,104.000 |
$74.320 |
LF | 1.0 |
Category Total $385,498.22 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0156 | GMSS GALV STEEL TYPE A | 06400 | 8,287.000 |
8,287.000 |
$2.500 |
LB | 0.3 |
| 0157 | SBM ALUMINUM PANEL SIGNS | 06405 | 1,794.000 |
1,794.000 |
$17.610 |
SQFT | 0.4 |
| 0158 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 293.000 |
293.000 |
$12.980 |
SQFT | 0.0 |
| 0159 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 454.000 |
454.000 |
$12.980 |
SQFT | 0.1 |
| 0160 | STEEL POST TYPE 1 | 06410 | 969.000 |
969.000 |
$6.980 |
LF | 0.1 |
| 0161 | GMSS GALV STEEL TYPE C | 06441 | 6,370.000 |
6,370.000 |
$4.420 |
LB | 0.3 |
| 0162 | REMOVE SIGN SUPPORT BEAM | 06451 | 16.000 |
16.000 |
$110.000 |
EACH | 0.0 |
| 0163 | CLASS A CONCRETE FOR SIGNS | 06490 | 69.000 |
69.000 |
$390.000 |
CUYD | 0.3 |
| 0164 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 1,232.000 |
1,232.000 |
$1.600 |
LB | 0.0 |
| 0165 | ROADWAY CROSS SECTION | 20419ND | 14.000 |
14.000 |
$1.000 |
EACH | 0.0 |
| 0166 | REMOVE SIGN | 21373ND | 13.000 |
13.000 |
$25.000 |
EACH | 0.0 |
| 0167 | GMSS TYPE D | 21596ND | 71.000 |
71.000 |
$350.000 |
EACH | 0.3 |
| 0168 | BARCODE SIGN INVENTORY | 24631EC | 85.000 |
85.000 |
$1.000 |
EACH | 0.0 |
Category Total $152,840.12 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0007 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0169 | POLE 120 FT MTG HT HIGH MAST | 04714 | 15.000 |
15.000 |
$28,000.000 |
EACH | 5.1 |
| 0170 | LIGHTING CONTROL EQUIPMENT | 04761 | 2.000 |
2.000 |
$13,000.000 |
EACH | 0.3 |
| 0171 | CONDUIT-3 IN | 04797 | 3,150.000 |
3,150.000 |
$12.000 |
LF | 0.5 |
| 0172 | MARKER | 04800 | 23.000 |
23.000 |
$300.000 |
EACH | 0.1 |
| 0173 | TRENCHING AND BACKFILLING | 04820 | 3,150.000 |
3,150.000 |
$5.000 |
LF | 0.2 |
| 0174 | CABLE-NO. 8/3C DUCTED | 04860 | 9,550.000 |
9,550.000 |
$3.000 |
LF | 0.4 |
| 0175 | CABLE-NO. 6/3C DUCTED | 04861 | 10,400.000 |
10,400.000 |
$4.000 |
LF | 0.5 |
| 0176 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0177 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | 24.000 |
24.000 |
$1,225.000 |
EACH | 0.4 |
| 0178 | BORE AND JACK CONDUIT | 21543EN | 3,150.000 |
3,150.000 |
$20.000 |
LF | 0.8 |
| 0179 | POLE BASE-HIGH MAST | 23161EN | 147.000 |
187.000 |
$500.000 |
CUYD | 0.9 |
| 0180 | HIGH MAST LED LUMINAIRE | 24749EC | 91.000 |
91.000 |
$2,000.000 |
EACH | 2.2 |
Category Total $934,600.00 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0008 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0181 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$373,434.000 |
LS | 4.6 |
| 0182 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$112,050.000 |
LS | 1.4 |
Category Total $485,484.00 |
| SM- Project | DE07990031489 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE-KY348 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8003 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$13,500.000 |
LS | 0.0 |
| 8004 | CONCRETE OVERLAY-LATEX | 08534 | 0.000 |
83.620 |
$1,680.000 |
CUYD | 0.0 |
| 8005 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | 0.000 |
1,211.560 |
$19.950 |
SQYD | 0.0 |
| 8006 | EPOXY SAND SLURRY | 08504 | 0.000 |
167.590 |
$29.400 |
SQYD | 0.0 |
| 8007 | BLAST CLEANING | 08549 | 0.000 |
1,379.110 |
$10.500 |
SQYD | 0.0 |
| 8008 | ARMORED EDGE FOR CONCRETE | 03299 | 0.000 |
94.000 |
$315.000 |
LF | 0.0 |
| 8009 | EXPAN JOINT REPLACE 2 IN | 03295 | 0.000 |
94.000 |
$630.000 |
LF | 0.0 |
| 8010 | REMOVE CONCRETE MEDIAN | 23839EC | 0.000 |
386.670 |
$123.900 |
SQYD | 0.0 |
| 8011 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$13,125.000 |
LS | 0.0 |
Category Total $0.00 |