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Item List 181016 |
Date:08/23/2021 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 181016 | Primary Project Number | DE08501631816 |
| Contract Description | TOMPKINSVILLE ROAD(KY-163) | ||
| Primary County | METCALFE | Fed/St Number | FD04 SPP 085 0163 006-008 |
| Vendor ID | 02985 | Vendor Name | CAMBRY CONTRACTING INC |
| Bid Amount | $ 2,682,868.63 | ||
| SM- Project | DE08501631816 |
| Fed/State Number | FD04 SPP 085 0163 006-008 |
| Project Description | TOMPKINSVILLE ROAD(KY-163) |
| *********** |
| SM- Project | DE08501631816 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 3,161.000 |
3,161.000 |
$22.250 |
TON | 2.6 |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 15.800 |
15.800 |
$155.000 |
TON | 0.1 |
| 0015 | ASPHALT SEAL COAT | 00103 | 1.600 |
1.600 |
$1,025.000 |
TON | 0.1 |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | 8.000 |
8.000 |
$99.450 |
TON | 0.0 |
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,878.000 |
2,878.000 |
$61.850 |
TON | 6.6 |
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 627.000 |
627.000 |
$69.850 |
TON | 1.6 |
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | 6.900 |
6.900 |
$595.000 |
TON | 0.2 |
| 0040 | JOINT ADHESIVE | 20071EC | 2,542.000 |
2,542.000 |
$2.000 |
LF | 0.2 |
| 8010 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8105 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $306,206.60 |
| SM- Project | DE08501631816 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 4,412.000 |
8,612.000 |
$19.000 |
TON | 3.1 |
| 0050 | PLUG PIPE | 01314 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0055 | ISLAND INTEGRAL CURB | 01845 | 149.000 |
149.000 |
$35.000 |
LF | 0.2 |
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 30.000 |
30.000 |
$5.600 |
EACH | 0.0 |
| 0065 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$120.000 |
EACH | 0.0 |
| 0070 | JPC PAVEMENT-8 IN | 02084 | 176.000 |
176.000 |
$100.000 |
SQYD | 0.7 |
| 0075 | TEMP DITCH | 02159 | 1,405.000 |
1,405.000 |
$2.000 |
LF | 0.1 |
| 0080 | ROADWAY EXCAVATION | 02200 | 21,058.000 |
22,058.000 |
$16.750 |
CUYD | 13.1 |
| 0085 | WATER | 02242 | 500.000 |
500.000 |
$1.000 |
MGAL | 0.0 |
| 0090 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,416.000 |
1,416.000 |
$17.150 |
LF | 0.9 |
| 0095 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 5.000 |
5.000 |
$50.000 |
EACH | 0.0 |
| 0100 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,400.000 |
EACH | 0.4 |
| 0105 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.4 |
| 0110 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 29.000 |
29.000 |
$75.000 |
EACH | 0.1 |
| 0115 | WITNESS POST | 02432 | 6.000 |
6.000 |
$60.000 |
EACH | 0.0 |
| 0120 | CHANNEL LINING CLASS III | 02484 | 208.000 |
208.000 |
$30.000 |
TON | 0.2 |
| 0125 | CHANNEL LINING CLASS IV | 02488 | 139.000 |
139.000 |
$15.000 |
CUYD | 0.1 |
| 0130 | CLEARING AND GRUBBING 11.45 ACRES | 02545 | 1.000 |
1.000 |
$17,500.000 |
LS | 0.7 |
| 0135 | TEMPORARY SIGNS | 02562 | 978.000 |
978.000 |
$8.000 |
SQFT | 0.3 |
| 0140 | EDGE KEY | 02585 | 66.000 |
66.000 |
$35.350 |
LF | 0.1 |
| 0145 | FABRIC-GEOTEXTILE TYPE I | 02596 | 672.000 |
672.000 |
$2.500 |
SQYD | 0.1 |
| 0150 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 8,334.000 |
8,334.000 |
$2.000 |
SQYD | 0.6 |
| 0155 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.7 |
| 0160 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.1 |
| 0165 | SAFELOADING | 02690 | 2.000 |
2.000 |
$500.000 |
CUYD | 0.0 |
| 0170 | TEMP SILT FENCE | 02701 | 4,258.000 |
4,258.000 |
$2.000 |
LF | 0.3 |
| 0175 | SILT TRAP TYPE A | 02703 | 9.000 |
9.000 |
$150.000 |
EACH | 0.1 |
| 0180 | SILT TRAP TYPE B | 02704 | 14.000 |
14.000 |
$150.000 |
EACH | 0.1 |
| 0185 | SILT TRAP TYPE C | 02705 | 7.000 |
7.000 |
$150.000 |
EACH | 0.0 |
| 0190 | CLEAN SILT TRAP TYPE A | 02706 | 9.000 |
9.000 |
$1.000 |
EACH | 0.0 |
| 0195 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$1.000 |
EACH | 0.0 |
| 0200 | CLEAN SILT TRAP TYPE C | 02708 | 7.000 |
7.000 |
$1.000 |
EACH | 0.0 |
| 0205 | STAKING | 02726 | 1.000 |
1.000 |
$7,500.000 |
LS | 0.3 |
| 0210 | REMOVE STRUCTURE EXISTING 5'X2' RCBC | 02731 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.1 |
| 0215 | REMOVE STRUCTURE EXISTING BRIDGE OVER ROGERS CREEK | 02731 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.9 |
| 0220 | CLEAN PIPE STRUCTURE | 03262 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0225 | EROSION CONTROL BLANKET | 05950 | 2,276.000 |
2,276.000 |
$0.950 |
SQYD | 0.1 |
| 0230 | TEMP MULCH | 05952 | 36,942.000 |
36,942.000 |
$0.170 |
SQYD | 0.2 |
| 0235 | TEMP SEEDING AND PROTECTION | 05953 | 27,706.000 |
27,706.000 |
$0.180 |
SQYD | 0.2 |
| 0240 | INITIAL FERTILIZER | 05963 | 3.000 |
3.000 |
$750.000 |
TON | 0.1 |
| 0245 | 20-10-10 FERTILIZER | 05964 | 3.000 |
3.000 |
$700.000 |
TON | 0.1 |
| 0250 | SEEDING AND PROTECTION | 05985 | 40,167.000 |
40,167.000 |
$0.320 |
SQYD | 0.5 |
| 0255 | AGRICULTURAL LIMESTONE | 05992 | 25.000 |
25.000 |
$40.000 |
TON | 0.0 |
| 0260 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 11,344.000 |
11,344.000 |
$0.200 |
LF | 0.1 |
| 0265 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 11,344.000 |
11,344.000 |
$0.220 |
LF | 0.1 |
| 0270 | PAVE STRIPING REMOVAL-4 IN | 06530 | 11,344.000 |
11,344.000 |
$0.690 |
LF | 0.3 |
| 0275 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 588.000 |
588.000 |
$4.500 |
LF | 0.1 |
| 0280 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 588.000 |
588.000 |
$4.500 |
LF | 0.1 |
| 0285 | CYCLOPEAN STONE RIP RAP | 08019 | 464.000 |
464.000 |
$50.000 |
TON | 0.9 |
| 0290 | FUEL ADJUSTMENT | 10020NS | 7,821.000 |
7,821.000 |
$1.000 |
DOLL | 0.3 |
| 0295 | ASPHALT ADJUSTMENT | 10030NS | 8,467.000 |
8,467.000 |
$1.000 |
DOLL | 0.3 |
| 0300 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 3,666.000 |
3,666.000 |
$4.000 |
SQYD | 0.5 |
| 8000 | CONCRETE-CLASS B Mass Concrete | 02555 | 0.000 |
150.000 |
$228.000 |
CUYD | 0.0 |
| 8001 | REMOVE GUARDRAIL | 02381 | 0.000 |
2,200.000 |
$1.590 |
LF | 0.0 |
| 8011 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8013 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8106 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $742,236.70 |
| SM- Project | DE08501631816 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0305 | ENTRANCE PIPE-18 IN | 00441 | 95.000 |
95.000 |
$40.000 |
LF | 0.1 |
| 0310 | ENTRANCE PIPE-30 IN EQUIV | 00454 | 56.000 |
56.000 |
$60.000 |
LF | 0.1 |
| 0315 | CULVERT PIPE-12 IN | 00460 | 66.000 |
66.000 |
$40.000 |
LF | 0.1 |
| 0320 | CULVERT PIPE-18 IN | 00462 | 141.000 |
141.000 |
$60.000 |
LF | 0.3 |
| 0325 | CULVERT PIPE-42 IN EQUIV | 00498 | 68.000 |
68.000 |
$200.000 |
LF | 0.5 |
| 0330 | STORM SEWER PIPE-15 IN | 00521 | 45.000 |
45.000 |
$40.000 |
LF | 0.1 |
| 0335 | PERFORATED PIPE-4 IN | 01000 | 115.000 |
115.000 |
$10.000 |
LF | 0.0 |
| 0340 | NON-PERFORATED PIPE-4 IN | 01010 | 30.000 |
30.000 |
$10.000 |
LF | 0.0 |
| 0345 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.1 |
| 0350 | PIPE CULVERT HEADWALL-18 IN | 01204 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.1 |
| 0355 | PIPE CULVERT HEADWALL-42 IN EQUIV | 01215 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.3 |
| 0360 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$5,000.000 |
EACH | 0.7 |
| 0365 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.1 |
| 0370 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 1,156.000 |
1,156.000 |
$2.000 |
SQYD | 0.1 |
| 8014 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8107 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $74,122.00 |
| SM- Project | DE08501631816 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE- CULVERT 26997 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0440 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 90.400 |
90.400 |
$75.000 |
CUYD | 0.3 |
| 0445 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.2 |
| 0450 | CONCRETE-CLASS A | 08100 | 72.400 |
72.400 |
$650.000 |
CUYD | 1.8 |
| 0455 | STEEL REINFORCEMENT | 08150 | 3,627.000 |
3,627.000 |
$1.060 |
LB | 0.1 |
| 8015 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8108 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $62,684.62 |
| SM- Project | DE08501631816 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION AND/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0460 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$75,000.000 |
LS | 2.8 |
| 0465 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$40,243.030 |
LS | 1.5 |
Category Total $115,243.03 |
| SM- Project | DE08501631816 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE- 26922 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0375 | STRUCTURE GRANULAR BACKFILL | 02231 | 661.000 |
661.000 |
$38.000 |
CUYD | 0.9 |
| 0380 | MASONRY COATING | 02998 | 1,007.000 |
1,007.000 |
$15.000 |
SQYD | 0.6 |
| 0385 | ARMORED EDGE FOR CONCRETE | 03299 | 112.000 |
112.000 |
$65.000 |
LF | 0.3 |
| 0390 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 362.000 |
362.000 |
$75.000 |
CUYD | 1.0 |
| 0395 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 1.9 |
| 0400 | CYCLOPEAN STONE RIP RAP | 08019 | 176.000 |
176.000 |
$50.000 |
TON | 0.3 |
| 0405 | CONCRETE-CLASS A | 08100 | 598.000 |
598.000 |
$450.000 |
CUYD | 10.0 |
| 0410 | CONCRETE-CLASS AA | 08104 | 452.000 |
452.000 |
$650.000 |
CUYD | 11.0 |
| 0415 | STEEL REINFORCEMENT | 08150 | 52,024.000 |
52,024.000 |
$0.870 |
LB | 1.7 |
| 0420 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 131,844.000 |
131,844.000 |
$0.950 |
LB | 4.7 |
| 0425 | APPROACH SLAB | 08500 | 235.000 |
235.000 |
$215.000 |
SQYD | 1.9 |
| 0430 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,467.000 |
1,467.000 |
$275.000 |
LF | 15.0 |
| 0435 | RAIL SYSTEM TYPE III | 21532ED | 648.000 |
648.000 |
$95.000 |
LF | 2.3 |
| 8016 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $1,382,375.68 |