|
Item List 051234 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051234 | Primary Project Number | DE01211160534 |
| Contract Description | PARINE PIKE (CR 1116) | ||
| Primary County | BRACKEN | Fed/St Number | BRZ 0603 (190) |
| Vendor ID | 01590 | Vendor Name | JONES & BOURLAND INC |
| Bid Amount | $ 910,393.91 | ||
| SM- Project | DE01211160534 |
| Fed/State Number | BRZ 0603 (190) |
| Project Description | PARINE PIKE (CR 1116) |
| *********** |
| SM- Project | DE01211160534 | 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 | 1,057.000 |
1,057.000 |
$23.650 |
TON | 2.7 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 24.000 |
24.000 |
$23.650 |
TON | 0.1 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 700.000 |
700.000 |
$15.000 |
TON | 1.2 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 15.000 |
15.000 |
$100.000 |
TON | 0.2 |
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 743.000 |
743.000 |
$46.410 |
TON | 3.8 |
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | 2.000 |
2.000 |
$575.000 |
TON | 0.1 |
| 0070 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 166.000 |
166.000 |
$55.630 |
TON | 1.0 |
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | 40.000 |
40.000 |
$35.000 |
LF | 0.2 |
| 0090 | CULVERT PIPE-36 INCH | 00468 | 90.000 |
90.000 |
$67.000 |
LF | 0.7 |
| 0100 | PERFORATED PIPE-4 INCH | 01000 | 2,000.000 |
2,000.000 |
$0.010 |
LF | 0.0 |
| 0110 | ISLAND HEADER CURB TYPE 1 | 01890 | 100.000 |
100.000 |
$40.000 |
LF | 0.4 |
| 0120 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0130 | REMOVE PAVEMENT | 02091 | 1,373.000 |
1,373.000 |
$1.750 |
SQYD | 0.3 |
| 0140 | TEMPORARY DITCH | 02159 | 1,000.000 |
1,000.000 |
$0.500 |
LF | 0.1 |
| 0150 | EMBANKMENT IN PLACE | 02230 | 9,957.000 |
9,957.000 |
$8.300 |
CUYD | 9.1 |
| 0160 | WATER | 02242 | 200.000 |
200.000 |
$0.100 |
MGAL | 0.0 |
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,475.000 |
1,475.000 |
$14.800 |
LF | 2.4 |
| 0180 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$40.000 |
EACH | 0.0 |
| 0190 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,860.000 |
EACH | 0.8 |
| 0200 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,741.000 |
EACH | 0.4 |
| 0210 | CHANNEL LINING CLASS II | 02483 | 1,428.000 |
1,428.000 |
$23.000 |
TON | 3.6 |
| 0220 | CHANNEL LINING CLASS III | 02484 | 233.000 |
233.000 |
$23.000 |
TON | 0.6 |
| 0230 | CLEARING AND GRUBBING BRACKEN 1 ACRE | 02545 | 1.000 |
1.000 |
$17,100.000 |
LS | 1.9 |
| 0240 | CLEARING AND GRUBBING ROBERTSON 1.5 ACRES | 02545 | 1.000 |
1.000 |
$17,100.000 |
LS | 1.9 |
| 0250 | SIGNS | 02562 | 174.000 |
174.000 |
$8.000 |
SQFT | 0.2 |
| 0260 | EDGE KEY | 02585 | 25.000 |
25.000 |
$75.000 |
LF | 0.2 |
| 0270 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 2,213.000 |
2,213.000 |
$1.500 |
SQYD | 0.4 |
| 0280 | MAINTAIN & CONTROL TRAFFIC BRACKEN | 02650 | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 0290 | MAINTAIN & CONTROL TRAFFIC ROBERTSON | 02650 | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 0300 | TEMPORARY SILT FENCE | 02701 | 469.000 |
469.000 |
$2.000 |
LF | 0.1 |
| 0310 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$300.000 |
EACH | 0.2 |
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$1.000 |
EACH | 0.0 |
| 0330 | CLEAN TEMPORARY SILT FENCE | 02709 | 938.000 |
938.000 |
$0.100 |
LF | 0.0 |
| 0340 | STAKING BRACKEN | 02726 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.3 |
| 0350 | STAKING ROBERTSON | 02726 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.3 |
| 0360 | REMOVE STRUCTURE BRACKEN | 02731 | 1.000 |
0.000 |
$7,200.000 |
LS | 0.8 |
| 0370 | REMOVE STRUCTURE ROBERTSON | 02731 | 1.000 |
1.000 |
$7,200.000 |
LS | 0.8 |
| 0380 | EROSION CONTROL BLANKET | 05950 | 94.000 |
94.000 |
$2.000 |
SQYD | 0.0 |
| 0390 | TEMPORARY MULCH | 05952 | 6,050.000 |
6,050.000 |
$0.150 |
SQYD | 0.1 |
| 0400 | TEMP SEEDING AND PROTECTION | 05953 | 6,050.000 |
6,050.000 |
$0.200 |
SQYD | 0.1 |
| 0410 | SEEDING AND PROTECTION | 05985 | 4,109.000 |
4,109.000 |
$0.400 |
SQYD | 0.2 |
| 0420 | SPECIAL SEEDING CROWN VETCH | 05989 | 3,875.000 |
3,875.000 |
$0.200 |
SQYD | 0.1 |
| 0430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 5,400.000 |
5,400.000 |
$0.230 |
LF | 0.1 |
| 0440 | CONCRETE-CLASS A | 08100 | 6.830 |
6.830 |
$700.000 |
CUYD | 0.5 |
| 0450 | STEEL REINFORCEMENT | 08150 | 566.000 |
566.000 |
$2.000 |
LB | 0.1 |
| 0460 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.1 |
| 8000 | NON-PERFORATED PIPE-4 INCH | 01010 | 0.000 |
16.000 |
$10.000 |
LF | 0.0 |
| 8001 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 0.000 |
1.000 |
$410.000 |
EACH | 0.0 |
| 8002 | REMOVE STRUCTURE MOD | 02731 | 0.000 |
1.000 |
$6,200.000 |
LS | 0.0 |
| 8003 | EW~ ENCUMBER FUNDS | 10098NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8004 | EW~ POND MUD REMOVAL | 10098NX | 0.000 |
12,518.070 |
$1.000 |
DOLL | 0.0 |
Category Total $328,035.11 |
| SM- Project | DE01211160534 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0470 | STRUCTURE GRANULAR BACKFILL | 02231 | 244.000 |
244.000 |
$42.000 |
CUYD | 1.1 |
| 0480 | FABRIC-GEOTEXTILE TYPE I | 02596 | 899.000 |
899.000 |
$2.000 |
SQYD | 0.2 |
| 0490 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 254.000 |
254.000 |
$2.000 |
SQYD | 0.1 |
| 0500 | MASONRY COATING | 02998 | 569.000 |
569.000 |
$9.000 |
SQYD | 0.6 |
| 0510 | ARMORED EDGE FOR CONCRETE | 03299 | 44.000 |
44.000 |
$55.000 |
LF | 0.3 |
| 0520 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 23.000 |
23.000 |
$100.000 |
CUYD | 0.3 |
| 0530 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$31,100.000 |
LS | 3.4 |
| 0540 | CYCLOPEAN STONE RIP RAP | 08019 | 753.000 |
753.000 |
$23.000 |
TON | 1.9 |
| 0550 | TEST PILES | 08033 | 55.000 |
55.000 |
$38.000 |
LF | 0.2 |
| 0560 | PRE-DRILLING FOR PILES | 08039 | 100.000 |
100.000 |
$64.500 |
LF | 0.7 |
| 0570 | PILES-STEEL HP12X53 | 08046 | 368.000 |
368.000 |
$38.000 |
LF | 1.5 |
| 0580 | PILE POINTS-12 INCH | 08094 | 20.000 |
20.000 |
$120.000 |
EACH | 0.3 |
| 0590 | CONCRETE-CLASS A | 08100 | 119.200 |
119.200 |
$425.000 |
CUYD | 5.6 |
| 0600 | CONCRETE-CLASS AA | 08104 | 313.200 |
313.200 |
$397.000 |
CUYD | 13.7 |
| 0610 | STEEL REINFORCEMENT | 08150 | 25,282.000 |
25,282.000 |
$0.840 |
LB | 2.3 |
| 0620 | STEEL REINF-EPOXY COATED | 08151 | 77,403.000 |
77,403.000 |
$0.840 |
LB | 7.1 |
| 0630 | STRUCTURAL STEEL 1448 LBS. | 08160 | 1.000 |
1.000 |
$4,300.000 |
LS | 0.5 |
| 0640 | PRECAST PC I BEAM TYPE 7 | 08637 | 798.500 |
798.500 |
$260.000 |
LF | 22.8 |
Category Total $568,903.80 |
| SM- Project | DE01211160534 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0650 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$13,455.000 |
LS | 1.5 |
Category Total $13,455.00 |