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Item List 051051 |
Date:06/01/2018 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051051 | Primary Project Number | DE114088005R1 |
| Contract Description | BOWLING GREEN BYPASS (KY 880) | ||
| Primary County | WARREN | Fed/St Number | FD04 114 7613 |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 5,338,390.15 | ||
| SM- Project | DE114088005R1 |
| Fed/State Number | FD04 114 7613 |
| Project Description | BOWLING GREEN BYPASS (KY 880) |
| *********** |
| SM- Project | DE114088005R1 | 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 | 3,089.000 |
3,089.000 |
$16.250 |
TON | 0.9 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 2,179.000 |
2,179.000 |
$36.730 |
TON | 1.5 |
| 0030 | TRAFFIC BOUND BASE | 00020 | 3.000 |
3.000 |
$16.250 |
TON | 0.0 |
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | 1,748.000 |
765.000 |
$45.220 |
TON | 1.5 |
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 4,051.000 |
4,051.000 |
$40.720 |
TON | 3.1 |
| 0060 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 1,841.000 |
1,841.000 |
$50.450 |
TON | 1.7 |
| 0070 | ASPHALT CURING SEAL | 00358 | 9.000 |
9.000 |
$500.000 |
TON | 0.1 |
| 0080 | STORM SEWER PIPE-15 INCH | 00521 | 1,237.000 |
1,247.000 |
$38.750 |
LF | 0.9 |
| 0090 | STORM SEWER PIPE-18 INCH | 00522 | 514.000 |
514.000 |
$40.150 |
LF | 0.4 |
| 0100 | STORM SEWER PIPE-21 INCH | 00523 | 697.000 |
697.000 |
$41.700 |
LF | 0.5 |
| 0110 | STORM SEWER PIPE-24 INCH | 00524 | 93.000 |
93.000 |
$43.000 |
LF | 0.1 |
| 0120 | PERFORATED PIPE-4 INCH | 01000 | 3,454.000 |
3,454.000 |
$15.220 |
LF | 1.0 |
| 0130 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$4,300.000 |
LS | 0.1 |
| 0140 | CURB BOX INLET TYPE A | 01456 | 31.000 |
30.000 |
$3,200.000 |
EACH | 1.9 |
| 0150 | CURB BOX INLET TYPE B | 01480 | 1.000 |
1.000 |
$3,200.000 |
EACH | 0.1 |
| 0160 | DROP BOX INLET TYPE 14 | 01577 | 3.000 |
3.000 |
$1,650.000 |
EACH | 0.1 |
| 0170 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 5.000 |
5.000 |
$500.000 |
EACH | 0.0 |
| 0180 | STANDARD CURB AND GUTTER | 01810 | 5,777.000 |
5,777.000 |
$16.500 |
LF | 1.8 |
| 0190 | LIP CURB AND GUTTER | 01820 | 115.000 |
115.000 |
$16.500 |
LF | 0.0 |
| 0200 | STANDARD HEADER CURB | 01875 | 56.000 |
56.000 |
$43.000 |
LF | 0.0 |
| 0210 | REMOVE PAVEMENT | 02091 | 220.000 |
220.000 |
$7.000 |
SQYD | 0.0 |
| 0220 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 174.000 |
174.000 |
$35.000 |
SQYD | 0.1 |
| 0230 | ROADWAY EXCAVATION | 02200 | 15,391.000 |
15,391.000 |
$19.170 |
CUYD | 5.5 |
| 0240 | GRANULAR EMBANKMENT | 02223 | 744.000 |
744.000 |
$23.960 |
CUYD | 0.3 |
| 0250 | WATER | 02242 | 230.000 |
230.000 |
$0.010 |
MGAL | 0.0 |
| 0260 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 26.000 |
26.000 |
$70.000 |
EACH | 0.0 |
| 0270 | CLEAN SINKHOLE | 02469 | 2.000 |
2.000 |
$2,945.000 |
EACH | 0.1 |
| 0280 | CAP MANHOLE | 02479 | 1.000 |
1.000 |
$500.000 |
SQYD | 0.0 |
| 0290 | CHANNEL LINING CLASS III | 02484 | 5.000 |
5.000 |
$28.000 |
TON | 0.0 |
| 0300 | CLEARING AND GRUBBING 5.6 ACRES | 02545 | 1.000 |
1.000 |
$26,215.000 |
LS | 0.5 |
| 0310 | CONCRETE-CLASS B | 02555 | 203.000 |
203.000 |
$248.000 |
CUYD | 0.9 |
| 0320 | SIGNS | 02562 | 472.000 |
472.000 |
$7.500 |
SQFT | 0.1 |
| 0330 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 6,725.000 |
6,725.000 |
$2.000 |
SQYD | 0.3 |
| 0340 | HANDRAIL-TYPE A-1 | 02611 | 250.000 |
250.000 |
$53.400 |
LF | 0.3 |
| 0350 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$173,500.000 |
LS | 3.3 |
| 0360 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 0370 | ASPH PAVE MILLING & TEXTURING | 02677 | 440.000 |
440.000 |
$39.350 |
TON | 0.3 |
| 0380 | TEMPORARY SILT FENCE | 02701 | 2,314.000 |
2,314.000 |
$2.500 |
LF | 0.1 |
| 0390 | SAND FOR BLOTTER | 02702 | 27.000 |
27.000 |
$25.000 |
TON | 0.0 |
| 0400 | SILT TRAP TYPE A | 02703 | 24.000 |
24.000 |
$325.000 |
EACH | 0.1 |
| 0410 | SILT TRAP TYPE B | 02704 | 4.000 |
4.000 |
$550.000 |
EACH | 0.0 |
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | 72.000 |
72.000 |
$50.000 |
EACH | 0.1 |
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | 12.000 |
12.000 |
$50.000 |
EACH | 0.0 |
| 0440 | CLEAN TEMPORARY SILT FENCE | 02709 | 6,942.000 |
6,942.000 |
$0.250 |
LF | 0.0 |
| 0450 | SIDEWALK-4 INCH CONCRETE | 02720 | 2,396.000 |
2,396.000 |
$32.000 |
SQYD | 1.4 |
| 0460 | STAKING | 02726 | 1.000 |
1.000 |
$106,500.000 |
LS | 2.0 |
| 0470 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$138,511.000 |
LS | 2.6 |
| 0610 | EROSION CONTROL BLANKET | 05950 | 2,806.000 |
2,806.000 |
$1.200 |
SQYD | 0.1 |
| 0620 | TEMPORARY MULCH | 05952 | 18,241.000 |
18,241.000 |
$0.170 |
SQYD | 0.1 |
| 0630 | TEMP SEEDING AND PROTECTION | 05953 | 3,186.000 |
3,186.000 |
$0.280 |
SQYD | 0.0 |
| 0640 | TOPDRESSING FERTILIZER | 05966 | 0.940 |
0.940 |
$400.000 |
TON | 0.0 |
| 0650 | SEEDING AND PROTECTION | 05985 | 18,241.000 |
18,241.000 |
$0.300 |
SQYD | 0.1 |
| 0660 | SPECIAL SEEDING CROWN VETCH | 05989 | 2,263.000 |
2,263.000 |
$0.250 |
SQYD | 0.0 |
| 0670 | SODDING | 05990 | 3,812.000 |
3,812.000 |
$3.500 |
SQYD | 0.2 |
| 0680 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 14,594.000 |
14,594.000 |
$0.250 |
LF | 0.1 |
| 0690 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 3,906.000 |
3,906.000 |
$3.950 |
LF | 0.3 |
| 0700 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 397.000 |
397.000 |
$7.950 |
LF | 0.1 |
| 0710 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 10.000 |
10.000 |
$129.000 |
EACH | 0.0 |
| 0720 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 18.000 |
18.000 |
$129.000 |
EACH | 0.0 |
| 0730 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 12.000 |
12.000 |
$215.000 |
EACH | 0.0 |
| 0740 | PAVE MARKING-PREF THERMO ONLY | 06576 | 18.000 |
18.000 |
$187.000 |
EACH | 0.1 |
| 0750 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 70.000 |
70.000 |
$28.000 |
EACH | 0.0 |
| 0760 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 70.000 |
70.000 |
$28.000 |
EACH | 0.0 |
| 0770 | CYCLOPEAN STONE RIP RAP | 08019 | 147.000 |
147.000 |
$18.000 |
TON | 0.0 |
| 0810 | CL3 ASPH SURF 0.38A PG76-22 | 20470ES403 | 1,522.000 |
1,522.000 |
$51.850 |
TON | 1.5 |
| 0820 | SILT TRAP TYPE C | 20496NS843 | 35.000 |
35.000 |
$200.000 |
EACH | 0.1 |
| 0830 | CLEAN SILT TRAP TYPE C | 20497NS843 | 105.000 |
105.000 |
$20.000 |
EACH | 0.0 |
| 0840 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0850 | TEMPORARY SILT DITCH | 20594ES213 | 1,443.000 |
1,443.000 |
$2.000 |
LF | 0.1 |
| 0860 | RAILROAD DIVERSION | 20828ND | 1.000 |
1.000 |
$726,500.000 |
LS | 13.6 |
| 8007 | JUNCTION BOX | 01650 | 0.000 |
1.000 |
$1,522.500 |
EACH | 0.0 |
| 8008 | PLUG PIPE | 01314 | 0.000 |
1.000 |
$262.500 |
EACH | 0.0 |
| 8009 | EW~ Intermediate Anchor | 10094NX | 0.000 |
4.000 |
$367.500 |
EACH | 0.0 |
| 8010 | SAFELOADING | 02690 | 0.000 |
3.630 |
$288.750 |
CUYD | 0.0 |
| 8011 | EW~ Core hole into existing drainage structure | 10094NX | 0.000 |
2.000 |
$925.000 |
EACH | 0.0 |
| 8012 | MASS CONCRETE | 10040ES | 0.000 |
19.000 |
$152.200 |
CUYD | 0.0 |
| 8014 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1,000.000 |
$1.000 |
DOLL | 0.0 |
| 8015 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
1,000.000 |
$1.000 |
DOLL | 0.0 |
| 8016 | RECONSTRUCT MANHOLE | 01789 | 0.000 |
1.000 |
$2,940.000 |
EACH | 0.0 |
| 8017 | MOBILIZATION FOR MILL & TEXT Mobilization Second Time at Request of KYTC | 02676 | 0.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 8018 | EW~ Whiskey Run Culvert Cost Plus | 10090NX | 0.000 |
1.000 |
$37,720.730 |
LS | 0.0 |
| 8019 | CURB BOX INLET TYPE A MODIFIED | 01459 | 0.000 |
1.000 |
$4,512.150 |
EACH | 0.0 |
Category Total $2,694,060.89 |
| SM- Project | DE114088005R1 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | 24838 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0870 | STRUCTURE GRANULAR BACKFILL | 02231 | 1,184.600 |
263.600 |
$34.000 |
CUYD | 0.8 |
| 0880 | HANDRAIL-TYPE A-1 | 02611 | 257.000 |
257.000 |
$53.400 |
LF | 0.3 |
| 0890 | MASONRY COATING | 02998 | 240.000 |
240.000 |
$10.500 |
SQYD | 0.0 |
| 0900 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 346.000 |
346.000 |
$82.300 |
CUYD | 0.5 |
| 0910 | FOUNDATION PREPARATION STA. 24+79.01 | 08003 | 1.000 |
0.000 |
$200,000.000 |
LS | 3.7 |
| 0920 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 89.300 |
89.300 |
$25.650 |
TON | 0.0 |
| 0930 | CONCRETE-CLASS A | 08100 | 255.000 |
0.000 |
$400.000 |
CUYD | 1.9 |
| 0940 | CONCRETE-CLASS AA | 08104 | 558.500 |
558.500 |
$369.000 |
CUYD | 3.9 |
| 0950 | CONCRETE-CLASS AAA | 08105 | 42.700 |
42.700 |
$1,125.000 |
CUYD | 0.9 |
| 0960 | STEEL REINFORCEMENT | 08150 | 87,421.000 |
64,526.000 |
$0.820 |
LB | 1.3 |
| 0970 | STEEL REINF-EPOXY COATED | 08151 | 5,140.000 |
5,140.000 |
$0.900 |
LB | 0.1 |
| 0980 | PPC BOX BEAM 3' X 5' | 20605EC | 1,018.200 |
1,018.200 |
$361.680 |
LF | 6.9 |
| 0990 | BRIDGE DRAINAGE SYSTEM | 20606NC | 1.000 |
1.000 |
$22,600.000 |
LS | 0.4 |
| 1000 | WATERPROOFING AREMA SPECS | 20607NC | 1.000 |
1.000 |
$59,143.000 |
LS | 1.1 |
| 1010 | REMOVE EXIST SUPERSTRUCTURE AND ABUTMENT | 20608NC | 1.000 |
1.000 |
$50,000.000 |
LS | 0.9 |
| 1020 | TEMPORARY DETOUR BRIDGE | 20609NC | 1.000 |
1.000 |
$500,000.000 |
LS | 9.4 |
| 1030 | BRIDGE HANDRAIL | 20616EC | 218.900 |
218.900 |
$104.000 |
LF | 0.4 |
| 1420 | FABRIC-GEOTEXTILE TYPE I | 02596 | 331.000 |
331.000 |
$2.000 |
SQYD | 0.0 |
| 8001 | FOUNDATION PREPARATION Sta 24+79.01 (Modified by Value Engineering) | 08003 | 0.000 |
1.000 |
$190,000.000 |
LS | 0.0 |
| 8002 | EW~ Remove 2.5 Feet From Barrier Wall Top | 10090NX | 0.000 |
1.000 |
$4,800.000 |
LS | 0.0 |
| 8003 | CONCRETE-CLASS A Barrier Wall Cap (VE Proposal) | 08100 | 0.000 |
23.800 |
$800.000 |
CUYD | 0.0 |
| 8004 | EW~ Pressure Wash Existing Barrier Wall | 10096EX | 0.000 |
201.000 |
$8.000 |
SQYD | 0.0 |
| 8005 | MASONRY COATING Existing Retaining Wall (VE Proposal) | 02998 | 0.000 |
287.000 |
$10.500 |
SQYD | 0.0 |
| 8006 | VALUE ENGINEERING Leave Existing Retaining Wall In Place | 10121NX | 0.000 |
66,813.200 |
$1.000 |
DOLL | 0.0 |
Category Total $1,743,154.94 |
| SM- Project | DE114088005R1 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | 24837 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1040 | REMOVE CONCRETE MASONRY | 02403 | 7.600 |
7.600 |
$295.000 |
CUYD | 0.0 |
| 1050 | FOUNDATION PREPARATION STA. 24+82.69 | 08003 | 1.000 |
1.000 |
$6,500.000 |
LS | 0.1 |
| 1060 | CONCRETE-CLASS A | 08100 | 37.000 |
37.000 |
$400.000 |
CUYD | 0.3 |
| 1070 | STEEL REINFORCEMENT | 08150 | 4,538.000 |
4,538.000 |
$0.820 |
LB | 0.1 |
Category Total $27,263.16 |
| SM- Project | DE114088005R1 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | 24839 PUMP STATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1090 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 122.000 |
122.000 |
$82.300 |
CUYD | 0.2 |
| 1100 | FOUNDATION PREPARATION STA. 25+65.00 | 08003 | 1.000 |
1.000 |
$1,250.000 |
LS | 0.0 |
| 1110 | CONCRETE-CLASS A | 08100 | 60.600 |
60.600 |
$400.000 |
CUYD | 0.5 |
| 1130 | STEEL REINFORCEMENT | 08150 | 7,948.000 |
7,948.000 |
$0.820 |
LB | 0.1 |
| 1131 | MECHANICAL EQUIPMENT | 20617NC | 1.000 |
1.000 |
$107,305.000 |
LS | 2.0 |
| 1140 | ELECTRICAL EQUIPMENT | 20618NC | 1.000 |
1.000 |
$100.000 |
LS | 0.0 |
| 1150 | CAST IRON PIPE-14" | 20619EC | 65.000 |
65.000 |
$140.000 |
LF | 0.2 |
| 1160 | ELECTRIC SERVICE POWER POLE | 20620NC | 1.000 |
1.000 |
$15,550.000 |
LS | 0.3 |
| 1170 | MISCELLANEOUS METAL WORK | 20621NC | 1.000 |
1.000 |
$6,800.000 |
LS | 0.1 |
| 1180 | REMOVE EXISTING PUMP STATION | 20622NC | 1.000 |
1.000 |
$2,900.000 |
LS | 0.1 |
| 1410 | TEMPORARY SHORING SUPPORT | 20632ND | 1.000 |
1.000 |
$32,000.000 |
LS | 0.6 |
Category Total $215,802.96 |
| SM- Project | DE114088005R1 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | 24840 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1181 | CONCRETE-CLASS AA | 08104 | 335.000 |
335.000 |
$369.000 |
CUYD | 2.3 |
| 1190 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 179.000 |
179.000 |
$82.300 |
CUYD | 0.3 |
| 1200 | FOUNDATION PREPARATION STA. 6+19.54 | 08003 | 1.000 |
1.000 |
$17,650.000 |
LS | 0.3 |
| 1210 | STEEL REINFORCEMENT | 08150 | 81,054.000 |
81,054.000 |
$0.820 |
LB | 1.2 |
Category Total $222,460.98 |
| SM- Project | DE114088005R1 | CATEGORY NUMBER | 0006 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1220 | CONDUIT-1 1/4 INCH | 04793 | 435.000 |
435.000 |
$2.000 |
LF | 0.0 |
| 1230 | CONDUIT-2 INCH | 04795 | 80.000 |
80.000 |
$2.750 |
LF | 0.0 |
| 1240 | JUNCTION BOX TYPE B | 04811 | 9.000 |
9.000 |
$220.000 |
EACH | 0.0 |
| 1250 | TRENCHING AND BACKFILLING | 04820 | 420.000 |
420.000 |
$4.000 |
LF | 0.0 |
| 1260 | LOOP WIRE | 04830 | 6,215.000 |
6,215.000 |
$0.500 |
LF | 0.1 |
| 1261 | CABLE-NO. 14/5C | 04844 | 4,845.000 |
4,845.000 |
$1.500 |
LF | 0.1 |
| 1270 | CABLE-NO. 14/7C | 04845 | 435.000 |
435.000 |
$1.500 |
LF | 0.0 |
| 1280 | CABLE-NO. 14/1 PAIR | 04850 | 2,320.000 |
2,320.000 |
$1.500 |
LF | 0.1 |
| 1290 | MESSENGER-10800 LB | 04885 | 975.000 |
975.000 |
$1.500 |
LF | 0.0 |
| 1300 | LOOP SAW SLOT AND FILL | 04895 | 2,320.000 |
2,320.000 |
$13.000 |
LF | 0.6 |
| 1310 | PEDESTRIAN DETECTOR | 04900 | 18.000 |
18.000 |
$175.000 |
EACH | 0.1 |
| 1320 | SIGNAL-3 SECTION 12 INCH | 04912 | 17.000 |
17.000 |
$650.000 |
EACH | 0.2 |
| 1330 | SIGNAL-5 SECTION 12 INCH | 04914 | 4.000 |
4.000 |
$1,300.000 |
EACH | 0.1 |
| 1340 | SIGNAL-PEDESTRIAN | 04916 | 18.000 |
18.000 |
$525.000 |
EACH | 0.2 |
| 1350 | INSTALL CONTROLLER TYPE 170 | 04931 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 1360 | INSTALL STEEL STRAIN POLE | 04932 | 7.000 |
7.000 |
$3,000.000 |
EACH | 0.4 |
| 1370 | REMOVE SIGNAL EQUIPMENT | 04950 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 1380 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 21.000 |
21.000 |
$100.000 |
EACH | 0.0 |
| 8013 | EW~ Pole Base Modification | 10094NX | 0.000 |
4.000 |
$1,313.570 |
EACH | 0.0 |
Category Total $109,830.00 |
| SM- Project | DE114088005R1 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1390 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$250,628.640 |
LS | 4.7 |
| 1400 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$75,188.590 |
LS | 1.4 |
Category Total $325,817.23 |