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Item List 101024 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 101024 | Primary Project Number | DE07600211024 |
| Contract Description | PROSPECT STREET (KY 21) | ||
| Primary County | MADISON | Fed/St Number | HPP 0128(002) |
| Vendor ID | 00896 | Vendor Name | GARRISON CONSTRUCTION COMPANY INC |
| Bid Amount | $ 2,052,678.45 | ||
| SM- Project | DE07600211024 |
| Fed/State Number | HPP 0128(002) |
| Project Description | PROSPECT STREET (KY 21) |
| *********** |
| SM- Project | DE07600211024 | 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 | 1,674.000 |
1,909.000 |
$20.000 |
TON | 1.6 |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | 450.000 |
924.240 |
$78.900 |
TON | 1.7 |
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 422.000 |
399.000 |
$121.250 |
TON | 2.5 |
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 759.000 |
894.220 |
$102.500 |
TON | 3.8 |
| 0050 | STORM SEWER PIPE-12 IN | 00520 | 116.000 |
116.000 |
$48.500 |
LF | 0.3 |
| 0060 | STORM SEWER PIPE-15 IN | 00521 | 241.000 |
241.000 |
$57.000 |
LF | 0.7 |
| 0070 | STORM SEWER PIPE-18 IN | 00522 | 1,021.000 |
1,021.000 |
$65.500 |
LF | 3.3 |
| 0080 | STORM SEWER PIPE-36 IN EQUIV | 00558 | 570.000 |
570.000 |
$95.000 |
LF | 2.6 |
| 0090 | PERFORATED PIPE-4 IN | 01000 | 652.000 |
652.000 |
$11.000 |
LF | 0.3 |
| 0100 | NON-PERFORATED PIPE-4 IN | 01010 | 60.000 |
60.000 |
$9.000 |
LF | 0.0 |
| 0110 | CURB BOX INLET TYPE A | 01456 | 6.000 |
6.000 |
$3,450.000 |
EACH | 1.0 |
| 0120 | CURB BOX INLET TYPE B | 01480 | 12.000 |
12.000 |
$3,425.000 |
EACH | 2.0 |
| 0130 | DROP BOX INLET TYPE 13G | 01559 | 7.000 |
8.000 |
$3,940.000 |
EACH | 1.3 |
| 0140 | DROP BOX INLET TYPE 13S | 01568 | 3.000 |
3.000 |
$5,040.000 |
EACH | 0.7 |
| 0150 | DROP BOX INLET TYPE 14 | 01577 | 6.000 |
6.000 |
$2,315.000 |
EACH | 0.7 |
| 0160 | JUNCTION BOX-48 IN | 01647 | 1.000 |
1.000 |
$4,775.000 |
EACH | 0.2 |
| 0170 | REMOVE INLET | 01718 | 5.000 |
5.000 |
$1,500.000 |
EACH | 0.4 |
| 0180 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$2,675.000 |
EACH | 0.1 |
| 0190 | MANHOLE TYPE C | 01767 | 3.000 |
5.000 |
$4,975.000 |
EACH | 0.7 |
| 0200 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 11.000 |
11.000 |
$385.000 |
EACH | 0.2 |
| 0210 | STANDARD CURB AND GUTTER | 01810 | 3,317.000 |
3,327.000 |
$20.000 |
LF | 3.2 |
| 0220 | BARRIER CURB AND GUTTER | 01815 | 441.000 |
441.000 |
$20.000 |
LF | 0.4 |
| 0230 | LIP CURB AND GUTTER | 01820 | 1,421.000 |
1,421.000 |
$20.000 |
LF | 1.4 |
| 0240 | BARRIER HEADER CURB | 01880 | 132.000 |
132.000 |
$20.000 |
LF | 0.1 |
| 0250 | TRENCH DRAIN | 22766ED | 35.000 |
35.000 |
$50.000 |
LF | 0.1 |
| 0260 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 2.000 |
2.000 |
$10.000 |
EACH | 0.0 |
| 0270 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$125.000 |
EACH | 0.0 |
| 0280 | REMOVE CONCRETE ISLAND | 02016 | 6.000 |
6.000 |
$500.000 |
SQYD | 0.1 |
| 0290 | REMOVE PAVEMENT | 02091 | 59.000 |
59.000 |
$150.000 |
SQYD | 0.4 |
| 0300 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 2,365.000 |
2,515.000 |
$72.000 |
SQYD | 8.3 |
| 0310 | ROADWAY EXCAVATION | 02200 | 1,237.000 |
1,316.900 |
$15.000 |
CUYD | 0.9 |
| 0320 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 417.000 |
673.970 |
$75.000 |
CUYD | 1.5 |
| 0330 | STRUCTURE GRANULAR BACKFILL | 02231 | 302.000 |
302.000 |
$45.000 |
CUYD | 0.7 |
| 0340 | WATER | 02242 | 50.000 |
50.000 |
$50.000 |
MGAL | 0.1 |
| 0350 | REMOVE GUARDRAIL | 02381 | 134.000 |
134.000 |
$7.460 |
LF | 0.0 |
| 0360 | REMOVE TREES OR STUMPS | 02460 | 14.000 |
23.000 |
$2,000.000 |
EACH | 1.4 |
| 0370 | CHANNEL LINING CLASS III | 02484 | 46.000 |
46.000 |
$30.000 |
TON | 0.1 |
| 0380 | CONCRETE-CLASS A FOR STEPS | 02551 | 5.280 |
5.280 |
$3,000.000 |
CUYD | 0.8 |
| 0390 | SIGNS | 02562 | 388.000 |
654.400 |
$8.000 |
SQFT | 0.2 |
| 0400 | EDGE KEY | 02585 | 384.000 |
384.000 |
$12.000 |
LF | 0.2 |
| 0410 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 785.000 |
785.000 |
$2.000 |
SQYD | 0.1 |
| 0420 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 1,724.000 |
1,724.000 |
$2.000 |
SQYD | 0.2 |
| 0430 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.4 |
| 0440 | LANE CLOSURE | 02653 | 4.000 |
6.000 |
$2,500.000 |
EACH | 0.5 |
| 0450 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$3,325.000 |
LS | 0.2 |
| 0460 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 76.000 |
76.000 |
$20.000 |
TON | 0.1 |
| 0470 | TEMP SILT FENCE | 02701 | 1,526.000 |
1,526.000 |
$3.000 |
LF | 0.2 |
| 0480 | SILT TRAP TYPE C | 02705 | 33.000 |
33.000 |
$175.000 |
EACH | 0.3 |
| 0490 | CLEAN SILT TRAP TYPE C | 02708 | 33.000 |
33.000 |
$75.000 |
EACH | 0.1 |
| 0500 | CLEAN TEMP SILT FENCE | 02709 | 1,526.000 |
1,526.000 |
$1.000 |
LF | 0.1 |
| 0510 | SIDEWALK-4 IN CONCRETE | 02720 | 1,224.000 |
1,224.000 |
$45.000 |
SQYD | 2.7 |
| 0520 | STAKING | 02726 | 1.000 |
1.000 |
$30,000.000 |
LS | 1.5 |
| 0530 | REMOVE STRUCTURE 2 X 2 RCBC | 02731 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.2 |
| 0540 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 100.000 |
100.000 |
$65.000 |
LF | 0.3 |
| 0550 | SIDEWALK RAMP TYPE 1 | 03287 | 15.000 |
16.000 |
$2,500.000 |
EACH | 1.8 |
| 0560 | HPS LUMINAIRE OFFSET | 04772 | 1.000 |
1.000 |
$275.000 |
EACH | 0.0 |
| 0570 | TEMP SIGNAL 2 PHASE | 04933 | 1.000 |
1.000 |
$15,870.000 |
EACH | 0.8 |
| 0580 | TEMP SEEDING AND PROTECTION | 05953 | 12,031.000 |
12,031.000 |
$0.250 |
SQYD | 0.1 |
| 0590 | TOPDRESSING FERTILIZER | 05966 | 0.200 |
0.200 |
$1,500.000 |
TON | 0.0 |
| 0600 | SEEDING AND PROTECTION | 05985 | 12,031.000 |
12,031.000 |
$0.500 |
SQYD | 0.3 |
| 0610 | SODDING | 05990 | 2,294.000 |
6,680.700 |
$6.000 |
SQYD | 0.7 |
| 0620 | TOPSOIL FURNISHED AND PLACED | 05997 | 1,142.000 |
1,142.000 |
$25.000 |
CUYD | 1.4 |
| 0630 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 16,598.000 |
16,598.000 |
$0.250 |
LF | 0.2 |
| 0640 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 4,968.000 |
4,968.000 |
$2.000 |
LF | 0.5 |
| 0650 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,128.000 |
2,128.000 |
$2.000 |
LF | 0.2 |
| 0660 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 45.000 |
45.000 |
$7.500 |
LF | 0.0 |
| 0670 | PAVE MARKING-THERMO COMB ARROW | 06575 | 1.000 |
1.000 |
$225.000 |
EACH | 0.0 |
| 0680 | CONCRETE-CLASS A | 08100 | 2.610 |
2.610 |
$3,000.000 |
CUYD | 0.4 |
| 0690 | STEEL REINFORCEMENT | 08150 | 232.000 |
232.000 |
$2.000 |
LB | 0.0 |
| 0700 | HANDRAIL-METAL | 08256 | 514.000 |
514.000 |
$225.000 |
LF | 5.6 |
| 0710 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.6 |
| 0720 | TREE CHEROKEE CHIEF DOGWOOD | 20000ES724 | 11.000 |
11.000 |
$500.000 |
EACH | 0.3 |
| 0730 | TREE CHEROKEE PRINCESS DOGWOOD | 20000ES724 | 19.000 |
19.000 |
$500.000 |
EACH | 0.5 |
| 0740 | SHRUB FATHERGILLA | 20001ES724 | 30.000 |
30.000 |
$103.250 |
EACH | 0.2 |
| 0750 | SHRUB JUDD VIBURNUM | 20001ES724 | 30.000 |
30.000 |
$125.240 |
EACH | 0.2 |
| 0760 | SHRUB SHASTS DOUBLEFILE VIBURNUM | 20001ES724 | 30.000 |
30.000 |
$111.300 |
EACH | 0.2 |
| 0770 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | 5,179.000 |
5,409.000 |
$1.250 |
LF | 0.3 |
| 0780 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | 2.000 |
2.000 |
$330.000 |
EACH | 0.0 |
| 0790 | CRUSHED LIMESTONE SIZE NO. 610 | 21578EN | 13.000 |
13.000 |
$25.000 |
TON | 0.0 |
| 0800 | PIPELINE VIDEO INSPECTION | 23131ER701 | 970.000 |
970.000 |
$8.000 |
LF | 0.4 |
| 0810 | DETECTABLE WARNINGS | 23158ES505 | 400.000 |
420.000 |
$16.000 |
SQFT | 0.3 |
| 0820 | EXISTING RETAINING WALL REPAIR | 23817EC | 1.000 |
1.000 |
$9,000.000 |
LS | 0.4 |
| 0830 | GRAVITY RETAINING WALL | 23818EC | 4,327.000 |
4,327.000 |
$39.000 |
SQFT | 8.2 |
| 0840 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | 2.000 |
3.000 |
$550.000 |
EACH | 0.1 |
| 8001 | JPC PAVEMENT-6 IN Temporary Pavement at Bridge Ends | 02075 | 0.000 |
140.000 |
$27.240 |
SQYD | 0.0 |
| 8002 | TEMP MULCH | 05952 | 0.000 |
920.000 |
$0.140 |
SQYD | 0.0 |
| 8003 | RELOCATE CRASH CUSHION | 02898 | 0.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 8004 | RELOCATE CONC BARRIER WALL | 20318ES508 | 0.000 |
100.000 |
$16.760 |
LF | 0.0 |
| 8005 | REMOVE AND RELAY PIPE | 01312 | 0.000 |
61.000 |
$98.000 |
LF | 0.0 |
| 8006 | MASS CONCRETE | 10040ES | 0.000 |
3.700 |
$250.000 |
CUYD | 0.0 |
| 8007 | CURB BOX INLET TYPE F | 01487 | 0.000 |
4.000 |
$5,234.050 |
EACH | 0.0 |
| 8008 | JUNCTION BOX-36 IN | 01645 | 0.000 |
2.000 |
$5,755.050 |
EACH | 0.0 |
| 8009 | STORM SEWER PIPE-12 IN Street Crossings | 00520 | 0.000 |
68.000 |
$86.450 |
LF | 0.0 |
| 8010 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 0.000 |
3,890.000 |
$0.350 |
LF | 0.0 |
| 8011 | PAVE STRIPING-TEMP PAINT-4 IN Blackout Temporary Paint | 06510 | 0.000 |
3,070.000 |
$0.420 |
LF | 0.0 |
| 8012 | MAINTAIN & CONTROL TRAFFIC Special | 02650 | 0.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
| 8013 | SEWER PIPE-8 IN | 01052 | 0.000 |
100.000 |
$77.850 |
LF | 0.0 |
| 8014 | REMOVE Concrete Sewerline Cap | 23055N | 0.000 |
1.000 |
$1,850.000 |
LS | 0.0 |
| 8015 | SANITARY SEWER MANHOLE | 01799 | 0.000 |
2.000 |
$2,385.000 |
EACH | 0.0 |
| 8016 | FLOWABLE FILL | 02220 | 0.000 |
14.000 |
$113.720 |
CUYD | 0.0 |
| 8017 | PUMP AROUND | 21156ND | 0.000 |
1.000 |
$1,550.000 |
LS | 0.0 |
| 8018 | SAFELOADING | 02690 | 0.000 |
4.000 |
$467.500 |
CUYD | 0.0 |
| 8019 | EW~ Bulkhead and preparing steam pipe vault for flowable fill. | 10090NX | 0.000 |
1.000 |
$1,575.000 |
LS | 0.0 |
| 8020 | STORM SEWER PIPE-12 IN Yard Piping | 00520 | 0.000 |
148.000 |
$65.050 |
LF | 0.0 |
| 8022 | DROP BOX INLET TYPE 14 | 01577 | 0.000 |
2.000 |
$5,107.450 |
EACH | 0.0 |
| 8023 | REMOVE RETAINING WALL | 20479NS613 | 0.000 |
1.000 |
$1,517.240 |
LS | 0.0 |
| 8024 | REMOVE CURB AND GUTTER | 01812 | 0.000 |
10.000 |
$6.000 |
LF | 0.0 |
| 8025 | MAINTAIN & CONTROL TRAFFIC Special | 02650 | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8026 | REMOVE PAVEMENT Remove Entrance Pavement | 02091 | 0.000 |
50.000 |
$10.000 |
SQYD | 0.0 |
| 8027 | DROP BOX INLET TYPE 12A | 01550 | 0.000 |
50.000 |
$410.000 |
LF | 0.0 |
| 8028 | MOBILIZATION Special | 02568 | 0.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 8029 | REIMBURSEMENT MASONRY COATING MATERIAL | 10299N | 0.000 |
2,895.130 |
$1.000 |
DOLL | 0.0 |
Category Total $1,533,114.84 |
| SM- Project | DE07600211024 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 26531 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0860 | STRUCTURE GRANULAR BACKFILL | 02231 | 33.000 |
33.000 |
$100.000 |
CUYD | 0.2 |
| 0870 | REMOVE CONCRETE MASONRY | 02403 | 25.000 |
25.000 |
$500.000 |
CUYD | 0.6 |
| 0880 | MASONRY COATING | 02998 | 279.000 |
867.000 |
$9.000 |
SQYD | 0.1 |
| 0890 | ARMORED EDGE FOR CONCRETE | 03299 | 52.000 |
52.000 |
$122.000 |
LF | 0.3 |
| 0900 | STRUCTURE EXCAVATION-COMMON | 08001 | 55.000 |
55.000 |
$45.000 |
CUYD | 0.1 |
| 0910 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 71.000 |
71.000 |
$150.000 |
CUYD | 0.5 |
| 0920 | CYCLOPEAN STONE RIP RAP | 08019 | 62.000 |
62.000 |
$40.000 |
TON | 0.1 |
| 0930 | CONCRETE-CLASS A | 08100 | 79.000 |
79.000 |
$585.000 |
CUYD | 2.3 |
| 0940 | CONCRETE-CLASS AA | 08104 | 149.200 |
149.200 |
$645.000 |
CUYD | 4.7 |
| 0950 | STEEL REINFORCEMENT | 08150 | 4,956.000 |
4,956.000 |
$1.400 |
LB | 0.3 |
| 0960 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 26,080.000 |
26,080.000 |
$1.400 |
LB | 1.8 |
| 0970 | HANDRAIL-METAL | 08256 | 180.000 |
180.000 |
$200.000 |
LF | 1.8 |
| 0980 | REMOVE SUPERSTRUCTURE | 08301 | 1.000 |
1.000 |
$17,640.000 |
LS | 0.9 |
| 0990 | PRECAST PC BOX BEAM SB17 | 08668 | 391.000 |
391.000 |
$210.000 |
LF | 4.0 |
Category Total $361,909.40 |
| SM- Project | DE07600211024 | CATEGORY NUMBER | 0003 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | HPS LUMINAIRE | 04770 | 14.000 |
14.000 |
$410.000 |
EACH | 0.3 |
| 1010 | CONDUIT-1 IN | 04792 | 1,185.000 |
1,185.000 |
$2.500 |
LF | 0.1 |
| 1020 | CONDUIT-1 1/2 IN | 04794 | 1,720.000 |
1,819.000 |
$2.700 |
LF | 0.2 |
| 1030 | TRENCHING AND BACKFILLING | 04820 | 2,063.000 |
2,063.000 |
$3.850 |
LF | 0.4 |
| 1040 | OPEN CUT ROADWAY | 04821 | 842.000 |
842.000 |
$45.000 |
LF | 1.8 |
| 1050 | WIRE-NO. 12 | 04832 | 392.000 |
392.000 |
$0.510 |
LF | 0.0 |
| 1060 | WIRE-NO. 8 | 04833 | 3,700.000 |
3,700.000 |
$1.000 |
LF | 0.2 |
| 1070 | POLE 15 FT MTG HT | 23829NC | 14.000 |
14.000 |
$950.000 |
EACH | 0.6 |
| 8021 | JUNCTION BOX TYPE B | 04811 | 0.000 |
12.000 |
$773.850 |
EACH | 0.0 |
Category Total $76,378.97 |
| SM- Project | DE07600211024 | CATEGORY NUMBER | 0004 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1080 | DUCTILE IRON PIPE-14 IN | 01101 | 140.000 |
140.000 |
$85.000 |
LF | 0.6 |
| 1090 | RELOCATE FIRE HYDRANT | 03433 | 2.000 |
2.000 |
$1,490.000 |
EACH | 0.1 |
| 1100 | CUT & CAP EXIST WATER MAIN | 03550 | 2.000 |
2.000 |
$605.000 |
EACH | 0.1 |
| 1110 | CREEK CROSSING | 20481EC | 25.000 |
25.000 |
$310.000 |
LF | 0.4 |
| 1120 | TAPPING TEE AND VALVE-14 IN | 23824EC | 2.000 |
2.000 |
$13,550.000 |
EACH | 1.3 |
Category Total $50,940.00 |
| SM- Project | DE07600211024 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1130 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$30,335.240 |
LS | 1.5 |
Category Total $30,335.24 |