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Item List 051227 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051227 | Primary Project Number | DE08419890527 |
| Contract Description | HARRODSBURG-CORNISHVILLE ROAD (KY 1989) | ||
| Primary County | MERCER | Fed/St Number | BRZ 0703 (263) |
| Vendor ID | 00140 | Vendor Name | APEX CONTRACTING INC |
| Bid Amount | $ 612,796.15 | ||
| SM- Project | DE08419890527 |
| Fed/State Number | BRZ 0703 (263) |
| Project Description | HARRODSBURG-CORNISHVILLE ROAD (KY 1989) |
| *********** |
| SM- Project | DE08419890527 | 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 | 00001 | 1,516.000 |
1,516.000 |
$19.000 |
TON | 4.7 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 25.000 |
25.000 |
$26.000 |
TON | 0.1 |
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 1,592.000 |
1,592.000 |
$55.000 |
TON | 14.3 |
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 298.000 |
298.000 |
$63.000 |
TON | 3.1 |
| 0050 | ENTRANCE PIPE-15 INCH | 00440 | 84.000 |
84.000 |
$33.000 |
LF | 0.5 |
| 0060 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | 104.000 |
104.000 |
$40.000 |
LF | 0.7 |
| 0070 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
100.000 |
$15.000 |
LF | 0.2 |
| 0080 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$103.000 |
EACH | 0.0 |
| 0090 | JPC PAVEMENT-6 INCH | 02075 | 66.000 |
66.000 |
$80.000 |
SQYD | 0.9 |
| 0100 | EMBANKMENT IN PLACE | 02230 | 1,065.000 |
1,065.000 |
$16.000 |
CUYD | 2.8 |
| 0110 | WATER | 02242 | 196.000 |
196.000 |
$1.000 |
MGAL | 0.0 |
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 450.000 |
450.000 |
$14.000 |
LF | 1.0 |
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$41.000 |
EACH | 0.0 |
| 0140 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,125.000 |
EACH | 1.4 |
| 0150 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 2.000 |
2.000 |
$570.000 |
EACH | 0.2 |
| 0160 | REMOVE GUARDRAIL | 02381 | 40.000 |
40.000 |
$5.000 |
LF | 0.0 |
| 0170 | TEMPORARY GUARDRAIL | 02397 | 287.500 |
287.500 |
$9.000 |
LF | 0.4 |
| 0180 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 10.000 |
10.000 |
$69.000 |
EACH | 0.1 |
| 0190 | CHANNEL LINING CLASS II | 02483 | 185.000 |
185.000 |
$27.000 |
TON | 0.8 |
| 0200 | CLEARING AND GRUBBING 1.9 ACRES | 02545 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.9 |
| 0210 | SIGNS | 02562 | 136.000 |
277.600 |
$8.000 |
SQFT | 0.2 |
| 0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$3,300.000 |
LS | 0.5 |
| 0230 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$50,000.000 |
LS | 8.2 |
| 0240 | TEMPORARY SILT FENCE | 02701 | 790.000 |
790.000 |
$3.250 |
LF | 0.4 |
| 0250 | SILT TRAP TYPE A | 02703 | 1.000 |
1.000 |
$335.000 |
EACH | 0.1 |
| 0260 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$187.000 |
EACH | 0.2 |
| 0270 | CLEAN SILT TRAP TYPE A | 02706 | 1.000 |
1.000 |
$91.000 |
EACH | 0.0 |
| 0280 | CLEAN SILT TRAP TYPE B | 02707 | 21.000 |
21.000 |
$64.000 |
EACH | 0.2 |
| 0290 | CLEAN TEMPORARY SILT FENCE | 02709 | 1,580.000 |
1,580.000 |
$0.400 |
LF | 0.1 |
| 0300 | STAKING | 02726 | 1.000 |
1.000 |
$5,250.000 |
LS | 0.9 |
| 0310 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$10,000.000 |
LS | 1.6 |
| 0320 | EROSION CONTROL BLANKET | 05950 | 690.000 |
690.000 |
$1.200 |
SQYD | 0.1 |
| 0330 | TEMPORARY MULCH | 05952 | 4,667.000 |
4,667.000 |
$0.200 |
SQYD | 0.2 |
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | 933.000 |
933.000 |
$0.250 |
SQYD | 0.0 |
| 0350 | TOPDRESSING FERTILIZER | 05966 | 0.250 |
0.250 |
$630.000 |
TON | 0.0 |
| 0360 | SEEDING AND PROTECTION | 05985 | 4,667.000 |
4,667.000 |
$0.500 |
SQYD | 0.4 |
| 0370 | SPECIAL SEEDING CROWN VETCH | 05989 | 225.000 |
225.000 |
$0.300 |
SQYD | 0.0 |
| 0380 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 3,116.000 |
6,630.000 |
$0.600 |
LF | 0.3 |
| 0390 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 3,220.000 |
3,220.000 |
$0.600 |
LF | 0.3 |
| 0400 | PAVEMENT MARKER TYPE IV-BY | 06582 | 40.000 |
40.000 |
$6.000 |
EACH | 0.0 |
| 0410 | TEMPORARY SILT DITCH | 20594ES213 | 407.000 |
407.000 |
$2.500 |
LF | 0.2 |
| 0420 | CASING PIPE 4"-INSTALL | 20739ED | 100.000 |
100.000 |
$30.000 |
LF | 0.5 |
| 8000 | FLEXIBLE DELINEATOR POST-W | 06417 | 0.000 |
25.000 |
$36.500 |
EACH | 0.0 |
| 8001 | CULVERT PIPE-24 INCH | 00464 | 0.000 |
30.000 |
$135.262 |
LF | 0.0 |
| 8002 | GRANULAR EMBANKMENT | 20072ES805 | 0.000 |
500.000 |
$22.730 |
TON | 0.0 |
| 8003 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 0.000 |
800.000 |
$4.220 |
SQYD | 0.0 |
Category Total $285,629.25 |
| SM- Project | DE08419890527 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0430 | MASONRY COATING | 02998 | 298.000 |
298.000 |
$5.000 |
SQYD | 0.2 |
| 0440 | ARMORED EDGE FOR CONCRETE | 03299 | 73.900 |
73.900 |
$70.000 |
LF | 0.8 |
| 0450 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 32.000 |
55.840 |
$130.000 |
CUYD | 0.7 |
| 0460 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$17,000.000 |
LS | 2.8 |
| 0470 | CONCRETE-CLASS A | 08100 | 94.400 |
100.850 |
$530.000 |
CUYD | 8.2 |
| 0480 | STEEL REINFORCEMENT | 08150 | 8,546.000 |
8,546.000 |
$0.900 |
LB | 1.3 |
| 0490 | STEEL REINF-EPOXY COATED | 08151 | 14,221.000 |
14,221.000 |
$1.000 |
LB | 2.3 |
| 0500 | PRECAST PC BOX BEAM SB33 | 08671 | 214.000 |
214.000 |
$360.000 |
LF | 12.6 |
| 0510 | CONCRETE CLASS "AA" HPC | 20070ES601 | 74.100 |
74.100 |
$750.000 |
CUYD | 9.1 |
Category Total $232,382.40 |
| SM- Project | DE08419890527 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0520 | AGGREGATE FOR ENTRANCES | 00068 | 15.000 |
15.000 |
$26.000 |
TON | 0.1 |
| 0530 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | 115.000 |
115.000 |
$26.000 |
LF | 0.5 |
| 0540 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 60.000 |
60.000 |
$53.000 |
LF | 0.5 |
| 0550 | CONCRETE-CLASS B | 02555 | 1.500 |
1.500 |
$315.000 |
CUYD | 0.1 |
| 0560 | PVC PIPE-2 INCH | 03381 | 170.000 |
170.000 |
$9.000 |
LF | 0.2 |
| 0570 | PVC PIPE-6 INCH | 03385 | 669.000 |
669.000 |
$13.000 |
LF | 1.4 |
| 0580 | REMOVE METER | 03423 | 1.000 |
1.000 |
$260.000 |
EACH | 0.0 |
| 0590 | INSTALL WATER METER | 03430 | 1.000 |
1.000 |
$570.000 |
EACH | 0.1 |
| 0600 | RECONNECT SERVICE | 03437 | 1.000 |
1.000 |
$520.000 |
EACH | 0.1 |
| 0610 | TIE-IN 2 INCH | 03463 | 1.000 |
1.000 |
$1,600.000 |
EACH | 0.3 |
| 0620 | TIE-IN 6 INCH | 03466 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.2 |
| 0630 | GATE VALVE-6 INCH | 03526 | 2.000 |
2.000 |
$630.000 |
EACH | 0.2 |
| 0640 | CUT & CAP EXIST WATER MAIN | 03550 | 1.000 |
1.000 |
$520.000 |
EACH | 0.1 |
| 0650 | CREEK CROSSING-6" | 20168EC | 50.000 |
50.000 |
$105.000 |
LF | 0.9 |
| 0660 | WET TAP 6" | 20769ND | 1.000 |
1.000 |
$1,900.000 |
EACH | 0.3 |
| 0670 | LEAK DETECTION VALVE MANHOLE | 20770ND | 1.000 |
1.000 |
$1,050.000 |
EACH | 0.2 |
Category Total $31,589.50 |
| SM- Project | DE08419890527 | CATEGORY NUMBER | 0004 | CATEGORY Description | SEWERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0680 | AGGREGATE FOR ENTRANCES | 00068 | 10.000 |
10.000 |
$30.000 |
TON | 0.0 |
| 0690 | MANHOLE TYPE C | 01767 | 2.000 |
2.000 |
$1,600.000 |
EACH | 0.5 |
| 0700 | REMOVE MANHOLE | 01787 | 1.000 |
1.000 |
$525.000 |
EACH | 0.1 |
| 0710 | SANITARY SEWER MANHOLE | 01799 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.7 |
| 0720 | BY-PASS PUMPING | 07544 | 1.000 |
0.000 |
$5,200.000 |
LS | 0.8 |
| 0730 | DIP GRAVITY SEWER-30" | 20427EC | 246.000 |
57.000 |
$130.000 |
LF | 5.2 |
| 0740 | STEEL ENCASEMENT PIPE-48" | 20429EC | 125.000 |
125.000 |
$62.000 |
LF | 1.3 |
| 0750 | MANHOLE EXTENSION-6' | 20771ED | 20.000 |
20.000 |
$52.000 |
LF | 0.2 |
Category Total $53,995.00 |
| SM- Project | DE08419890527 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0760 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$9,200.000 |
LS | 1.5 |
Category Total $9,200.00 |