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Item List 041110 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041110 | Primary Project Number | D098046004110 |
| Contract Description | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||
| Primary County | PIKE | Fed/St Number | APD 80-6 (20) |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 23,637,543.26 | ||
| SM- Project | D098046004110 |
| Fed/State Number | APD 80-6 (20) |
| Project Description | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) |
| *********** |
| SM- Project | D098046004110 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | ROADWAY EXCAVATION | 02200 | 2,796,094.000 |
2,796,094.000 |
$2.520 |
CUYD | 29.8 |
| 0020 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 15,083.000 |
15,083.000 |
$6.000 |
LF | 0.4 |
| 0030 | PLUG WATER WELL | 02475 | 13.000 |
13.000 |
$1,500.000 |
EACH | 0.1 |
| 0040 | CHANNEL LINING CLASS II | 02483 | 6,209.000 |
6,209.000 |
$17.000 |
TON | 0.4 |
| 0050 | CHANNEL LINING CLASS IV | 02488 | 6,253.000 |
6,253.000 |
$5.000 |
CUYD | 0.1 |
| 0060 | CEMENT | 02542 | 1.000 |
1.000 |
$1,000.000 |
TON | 0.0 |
| 0070 | CLEARING AND GRUBBING 63 ACRES | 02545 | 1.000 |
1.000 |
$182,000.000 |
LS | 0.8 |
| 0080 | SIGNS | 02562 | 192.000 |
192.000 |
$15.000 |
SQFT | 0.0 |
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$88,000.000 |
LS | 0.4 |
| 0100 | TEMPORARY SILT FENCE | 02701 | 18,048.000 |
18,048.000 |
$2.250 |
LF | 0.2 |
| 0110 | SILT TRAP TYPE B | 02704 | 10.000 |
10.000 |
$400.000 |
EACH | 0.0 |
| 0120 | SILT CHECK | 02705 | 93.000 |
93.000 |
$75.000 |
EACH | 0.0 |
| 0130 | CLEAN SILT TRAP TYPE B | 02707 | 30.000 |
30.000 |
$100.000 |
EACH | 0.0 |
| 0140 | CLEAN SILT CHECK | 02708 | 279.000 |
279.000 |
$25.000 |
EACH | 0.0 |
| 0150 | CLEAN TEMPORARY SILT FENCE | 02709 | 36,096.000 |
36,096.000 |
$1.000 |
LF | 0.2 |
| 0160 | STAKING | 02726 | 1.000 |
1.000 |
$171,000.000 |
LS | 0.7 |
| 0170 | EROSION CONTROL BLANKET | 05950 | 20,100.000 |
20,100.000 |
$1.250 |
SQYD | 0.1 |
| 0180 | TEMP SEEDING AND PROTECTION | 05953 | 12,970.000 |
12,970.000 |
$0.250 |
SQYD | 0.0 |
| 0190 | TOPDRESSING FERTILIZER | 05966 | 67.000 |
67.000 |
$400.000 |
TON | 0.1 |
| 0200 | SEEDING AND PROTECTION | 05985 | 129,697.000 |
129,697.000 |
$0.300 |
SQYD | 0.2 |
| 0210 | SPECIAL SEEDING CROWN VETCH | 05989 | 21,411.000 |
21,411.000 |
$0.250 |
SQYD | 0.0 |
| 0220 | SODDING | 05990 | 1,800.000 |
1,800.000 |
$5.000 |
SQYD | 0.0 |
| 0230 | STORM SEWER PIPE-15 INCH | 00521 | 86.000 |
0.000 |
$33.000 |
LF | 0.0 |
| 0240 | STORM SEWER PIPE-18 INCH | 00522 | 105.000 |
105.000 |
$40.000 |
LF | 0.0 |
| 0250 | STORM SEWER PIPE-24 INCH | 00524 | 333.000 |
253.000 |
$45.000 |
LF | 0.1 |
| 0260 | STORM SEWER PIPE-30 INCH | 00526 | 830.000 |
526.000 |
$141.000 |
LF | 0.5 |
| 0270 | STORM SEWER PIPE-36 INCH | 00528 | 1,207.000 |
1,207.000 |
$225.000 |
LF | 1.1 |
| 0280 | CULVERT PIPE-24 INCH | 00464 | 212.000 |
212.000 |
$49.000 |
LF | 0.0 |
| 0290 | CULVERT PIPE-60 INCH | 00472 | 173.000 |
173.000 |
$145.000 |
LF | 0.1 |
| 0300 | CULVERT PIPE-42 INCH EQUIV | 00498 | 22.000 |
22.000 |
$159.000 |
LF | 0.0 |
| 0310 | PERFORATED PIPE-4 INCH | 01000 | 1,004.000 |
1,004.000 |
$14.000 |
LF | 0.1 |
| 0320 | NON-PERFORATED PIPE-4 INCH | 01010 | 80.000 |
80.000 |
$12.000 |
LF | 0.0 |
| 0330 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0340 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0350 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 5.000 |
5.000 |
$550.000 |
EACH | 0.0 |
| 0360 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
0.000 |
$2,850.000 |
EACH | 0.0 |
| 0370 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
2.000 |
$2,750.000 |
EACH | 0.0 |
| 0380 | DROP BOX INLET TYPE 2 | 01493 | 9.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 0390 | DROP BOX INLET TYPE 5B | 01505 | 8.000 |
7.000 |
$2,200.000 |
EACH | 0.1 |
| 0400 | CONCRETE-CLASS A | 08100 | 73.610 |
73.610 |
$830.000 |
CUYD | 0.3 |
| 0410 | STEEL REINFORCEMENT | 08150 | 2,638.000 |
2,638.000 |
$1.670 |
LB | 0.0 |
| 8000 | FUEL ADJUSTMENT | 10020NS | 0.000 |
113,589.640 |
$1.000 |
DOLL | 0.0 |
| 8003 | TRAFFIC BOUND BASE | 00020 | 0.000 |
300.000 |
$21.000 |
TON | 0.0 |
| 8025 | STORM SEWER PIPE-15 INCH Salvage | 00521 | 0.000 |
86.000 |
$7.780 |
LF | 0.0 |
| 8026 | STORM SEWER PIPE-24 INCH Salvage | 00524 | 0.000 |
80.000 |
$18.540 |
LF | 0.0 |
| 8027 | STORM SEWER PIPE-30 INCH Salvage | 00526 | 0.000 |
304.000 |
$19.590 |
LF | 0.0 |
| 8028 | CULVERT PIPE-60 INCH Salvage | 00472 | 0.000 |
23.000 |
$93.260 |
LF | 0.0 |
| 8029 | S & F BOX INLET-OUTLET-30 INCH Salvage | 01452 | 0.000 |
1.000 |
$1,984.320 |
EACH | 0.0 |
| 8030 | HEADWALL Standard 36 Inch (Salvage) | 09707N03 | 0.000 |
1.000 |
$969.900 |
EACH | 0.0 |
| 8031 | DROP BOX INLET TYPE 2 Salvage | 01493 | 0.000 |
7.000 |
$832.100 |
EACH | 0.0 |
| 8032 | DROP BOX INLET TYPE 1 Salvage | 01490 | 0.000 |
1.000 |
$832.100 |
EACH | 0.0 |
| 8033 | DROP BOX INLET TYPE 5B Salvage | 01505 | 0.000 |
1.000 |
$832.100 |
EACH | 0.0 |
Category Total $8,529,452.99 |
| SM- Project | D098046004110 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0430 | CONCRETE-CLASS A | 08100 | 8,350.000 |
8,350.000 |
$330.000 |
CUYD | 11.7 |
| 0440 | CONCRETE-CLASS AA | 08104 | 6,835.000 |
6,835.000 |
$365.000 |
CUYD | 10.6 |
| 0450 | STEEL REINFORCEMENT | 08150 | 1,558,505.000 |
1,558,505.000 |
$0.770 |
LB | 5.1 |
| 0451 | STEEL REINF-EPOXY COATED | 08151 | 1,933,417.000 |
1,933,417.000 |
$0.830 |
LB | 6.8 |
| 0460 | PRECAST PC I BEAM TYPE 7 | 08637 | 15,050.500 |
0.000 |
$218.000 |
LF | 13.9 |
| 0470 | PRECAST PC I BEAM TYPE 8 | 08638 | 4,362.000 |
0.000 |
$242.000 |
LF | 4.5 |
| 0480 | PILES-STEEL HP14X73 | 08050 | 2,784.000 |
2,784.000 |
$43.500 |
LF | 0.5 |
| 0490 | PILES-STEEL HP14X89 | 08051 | 13,500.000 |
13,500.000 |
$49.000 |
LF | 2.8 |
| 0500 | TEST PILES | 08033 | 114.000 |
114.000 |
$49.000 |
LF | 0.0 |
| 0510 | TEST PILES | 08033 | 620.000 |
620.000 |
$49.000 |
LF | 0.1 |
| 0520 | PILE POINTS-14 INCH | 08095 | 314.000 |
314.000 |
$117.000 |
EACH | 0.2 |
| 0530 | ARMORED EDGE FOR CONCRETE | 03299 | 337.600 |
0.000 |
$52.500 |
LF | 0.1 |
| 0540 | ARMORED EDGE FOR CONCRETE | 03299 | 187.700 |
0.000 |
$52.500 |
LF | 0.0 |
| 0550 | ARMORED EDGE FOR CONCRETE | 03299 | 168.800 |
0.000 |
$52.500 |
LF | 0.0 |
| 0560 | STRUCTURE GRANULAR BACKFILL | 02231 | 6,061.000 |
6,061.000 |
$28.500 |
CUYD | 0.7 |
| 0561 | FOUNDATION PREPARATION WB 316+27.50 | 08003 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0570 | FOUNDATION PREPARATION EB 316+27.50 | 08003 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0580 | FOUNDATION PREPARATION WB 346+85.00 | 08003 | 1.000 |
1.000 |
$31,000.000 |
LS | 0.1 |
| 0581 | FOUNDATION PREPARATION EB 346+85.00 | 08003 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.1 |
| 0590 | FOUNDATION PREPARATION WB 330+50.00 | 08003 | 1.000 |
1.000 |
$55,000.000 |
LS | 0.2 |
| 0591 | FOUNDATION PREPARATION EB 330+50.00 | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0600 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 5,018.900 |
5,018.900 |
$12.000 |
CUYD | 0.3 |
| 0610 | MASONRY COATING | 02998 | 17,966.900 |
17,966.900 |
$9.000 |
SQYD | 0.7 |
| 0620 | CHAIN LINK FENCE-9 FT | 08713 | 490.000 |
490.000 |
$57.000 |
LF | 0.1 |
| 0621 | ELECTRICAL CONDUIT 3" WB | 08269 | 1.000 |
1.000 |
$32,000.000 |
LS | 0.1 |
| 0630 | ELECTRICAL CONDUIT 3" EB | 08269 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 0640 | FLOWABLE FILL | 02220 | 493.200 |
493.200 |
$100.000 |
CUYD | 0.2 |
| 0650 | CYCLOPEAN STONE RIP RAP | 08019 | 152.000 |
152.000 |
$25.000 |
TON | 0.0 |
| 0660 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 9.000 |
9.000 |
$28.000 |
TON | 0.0 |
| 0740 | EXPANSION DAM-4 1/2" NEOPRENE | 20363ED | 168.200 |
0.000 |
$136.000 |
LF | 0.1 |
| 8004 | MASS CONCRETE EB Pier #4 | 10040ES | 0.000 |
100.000 |
$182.850 |
CUYD | 0.0 |
| 8005 | MASS CONCRETE Eastbound Pier #5 | 10040ES | 0.000 |
10.000 |
$182.850 |
CUYD | 0.0 |
| 8006 | MASS CONCRETE Eastbound End Bent #2 | 10040ES | 0.000 |
75.000 |
$175.430 |
CUYD | 0.0 |
| 8007 | MASS CONCRETE Westbound Pier #3 | 10040ES | 0.000 |
27.000 |
$182.850 |
CUYD | 0.0 |
| 8008 | MASS CONCRETE Westbound End Bent #2 | 10040ES | 0.000 |
268.000 |
$175.430 |
CUYD | 0.0 |
| 8009 | MASS CONCRETE Eastbound E.B. #1 (Gardner Fork Bridge) | 10040ES | 0.000 |
50.000 |
$182.850 |
CUYD | 0.0 |
| 8012 | MASS CONCRETE Eastbound Pier #1 (Gardner Fork Bridge) | 10040ES | 0.000 |
8.000 |
$182.850 |
CUYD | 0.0 |
| 8013 | MASS CONCRETE Eastbound Pier #2 (Gardner Fork Bridge) | 10040NS | 0.000 |
19.500 |
$182.850 |
DOLL | 0.0 |
| 8014 | MASS CONCRETE Westbound Pier #1 (Gardner Fork Bridge) | 10040ES | 0.000 |
54.000 |
$182.850 |
CUYD | 0.0 |
| 8015 | MASS CONCRETE Westbound E.B. #1 (Gardner Fork Bridge) | 10040ES | 0.000 |
10.000 |
$182.850 |
CUYD | 0.0 |
| 8016 | MASS CONCRETE Eastbound Pier #3 (Gardner Fork Bridge) | 10040ES | 0.000 |
18.000 |
$182.850 |
CUYD | 0.0 |
| 8017 | STEEL REINFORCEMENT Prefabed rebar on site (salvage) | 08150 | 0.000 |
19,843.400 |
$0.770 |
LB | 0.0 |
| 8018 | STEEL REINFORCEMENT Salvage | 08150 | 0.000 |
239,414.600 |
$0.417 |
LB | 0.0 |
| 8019 | PRECAST PC I BEAM TYPE 7 WB Greasy Creek Bridge | 08637 | 0.000 |
3,729.700 |
$152.780 |
LF | 0.0 |
| 8020 | PRECAST PC I BEAM TYPE 7 EB Greasy Creek Bridge | 08637 | 0.000 |
3,479.600 |
$152.780 |
LF | 0.0 |
| 8021 | PRECAST PC I BEAM TYPE 7 WB Gardner Fork Bridge | 08637 | 0.000 |
4,031.100 |
$152.780 |
LF | 0.0 |
| 8022 | PRECAST PC I BEAM TYPE 7 EB Gardner Fork | 08637 | 0.000 |
3,810.100 |
$152.780 |
LF | 0.0 |
| 8023 | PRECAST PC I BEAM TYPE 8 WB Shop Branch Bridge | 08638 | 0.000 |
2,020.000 |
$173.440 |
LF | 0.0 |
| 8024 | PRECAST PC I BEAM TYPE 8 EB Shop Branch Bridge | 08638 | 0.000 |
2,342.000 |
$173.440 |
LF | 0.0 |
| 8034 | ARMORED EDGE FOR CONCRETE Salvage | 03299 | 0.000 |
525.378 |
$26.920 |
LF | 0.0 |
| 8035 | EXPANSION DAM-4 1/2 IN NEOPRENE Salvage | 20363ED | 0.000 |
168.200 |
$91.690 |
LF | 0.0 |
| 8036 | EW~ Beam Accessories (Coin & Hangers) | 10090NX | 0.000 |
1.000 |
$23,191.210 |
LS | 0.0 |
| 8037 | EW~ Incidental Bridge Items | 10090NX | 0.000 |
1.000 |
$44,810.440 |
LS | 0.0 |
Category Total $14,065,265.81 |
| SM- Project | D098046004110 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0680 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$700,000.000 |
LS | 3.0 |
| 0690 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$338,978.460 |
LS | 1.4 |
| 9000 | ACCOUNTING ADJUSTMENT CO 2 & CO4 CANCEL REMAINING CONTRACT | 10206NC | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 9001 | ACCOUNTING ADJUSTMENT funding correction | 10206NC | 0.000 |
-10,000,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $1,038,978.46 |
| SM- Project | D098046004110 | CATEGORY NUMBER | 0004 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0700 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
| 0710 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | 1,000.000 |
1,000.000 |
$1.000 |
HOUR | 0.0 |
| 0720 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$0.890 |
HOUR | 0.0 |
Category Total $3,846.00 |
| SM- Project | DE09804600611 |
| Fed/State Number | APD 80-6 (20) |
| Project Description | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) |
| *********** |
| SM- Project | DE09804600611 | CATEGORY NUMBER | 0005 | CATEGORY Description | NON PARTICIPATING | FUEL & ASPH ADJ & ADMINISTRATIVE SETTLEMENT UPDATE 3/18/08 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8010 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | 0.000 |
170,304.090 |
$1.000 |
DOLL | 0.0 |
| 8011 | ADMINISTRATIVE SETTLEMENT | 10104NX | 0.000 |
2,100,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |