Item List 131302 |
Date:05/25/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 131302 | Primary Project Number | DE06701191279 |
Contract Description | HARLAN-WHITESBURG ROAD (US 119) | ||
Primary County | LETCHER | Fed/St Number | APD 1191 (039) |
Vendor ID | 02462 | Vendor Name | KANAWHA STONE COMPANY INC |
Bid Amount | $ 19,235,620.77 |
SM- Project | DE06701191279 |
Fed/State Number | APD 1191 (039) |
Project Description | HARLAN-WHITESBURG ROAD (US 119) |
*********** |
SM- Project | DE06701191279 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOBILIZATION / DEMOBILIZATION |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0710 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$750,000.000 |
LS | 3.9 |
0720 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$270,000.000 |
LS | 1.4 |
Category Total $1,020,000.00 |
SM- Project | DE06701191279 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 13.000 |
13.000 |
$45.410 |
TON | 0.0 |
0020 | PERFORATED PIPE-4 IN | 01000 | 880.000 |
880.000 |
$11.820 |
LF | 0.1 |
0030 | NON-PERFORATED PIPE-4 IN | 01010 | 130.000 |
130.000 |
$12.530 |
LF | 0.0 |
0040 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 7.000 |
7.000 |
$568.600 |
EACH | 0.0 |
0050 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 5.000 |
5.000 |
$568.600 |
EACH | 0.0 |
0060 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 1.000 |
1.000 |
$596.090 |
EACH | 0.0 |
0070 | FILL AND CAP WELL | 01711 | 1.000 |
1.000 |
$722.260 |
EACH | 0.0 |
0080 | FILL AND CAP MANHOLE | 01786 | 1.000 |
1.000 |
$612.260 |
EACH | 0.0 |
0090 | REMOVE PAVEMENT | 02091 | 1,084.000 |
1,084.000 |
$3.480 |
SQYD | 0.0 |
0100 | TEMP DITCH | 02159 | 9,645.000 |
9,645.000 |
$1.280 |
LF | 0.1 |
0110 | ROADWAY EXCAVATION | 02200 | 5,247,086.000 |
5,336,364.000 |
$2.660 |
CUYD | 72.6 |
0120 | WATER | 02242 | 3,000.000 |
3,000.000 |
$0.010 |
MGAL | 0.0 |
0130 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 19,528.000 |
19,528.000 |
$6.550 |
LF | 0.7 |
0140 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$940.020 |
EACH | 0.0 |
0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 42.000 |
42.000 |
$95.000 |
EACH | 0.0 |
0160 | WITNESS R/W MONUMENT TYPE 2 | 02431 | 2.000 |
2.000 |
$95.000 |
EACH | 0.0 |
0170 | WITNESS POST | 02432 | 44.000 |
44.000 |
$50.000 |
EACH | 0.0 |
0180 | CHANNEL LINING CLASS IV | 02488 | 19,835.000 |
19,979.000 |
$7.570 |
CUYD | 0.8 |
0190 | CEMENT | 02542 | 100.000 |
100.000 |
$130.000 |
TON | 0.1 |
0200 | CLEARING AND GRUBBING (69 ACRES FOR ROADWAY, 135 ACRES FOR WAS | 02545 | 1.000 |
0.000 |
$554,500.000 |
LS | 2.9 |
0210 | TEMPORARY SIGNS | 02562 | 202.000 |
202.000 |
$19.500 |
SQFT | 0.0 |
0220 | FABRIC-GEOTEXTILE TYPE I | 02596 | 6,413.000 |
6,413.000 |
$1.650 |
SQYD | 0.1 |
0230 | FABRIC-GEOTEXTILE TYPE III | 02598 | 53,130.000 |
53,130.000 |
$1.650 |
SQYD | 0.5 |
0240 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 9,945.000 |
9,945.000 |
$2.000 |
SQYD | 0.1 |
0250 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$88,185.830 |
LS | 0.5 |
0260 | SAFELOADING | 02690 | 134.000 |
134.000 |
$162.740 |
CUYD | 0.1 |
0270 | TEMP SILT FENCE | 02701 | 9,645.000 |
9,645.000 |
$3.290 |
LF | 0.2 |
0280 | SILT TRAP TYPE A | 02703 | 90.000 |
90.000 |
$133.520 |
EACH | 0.1 |
0290 | SILT TRAP TYPE B | 02704 | 90.000 |
90.000 |
$152.520 |
EACH | 0.1 |
0300 | CLEAN SILT TRAP TYPE A | 02706 | 90.000 |
90.000 |
$26.550 |
EACH | 0.0 |
0310 | CLEAN SILT TRAP TYPE B | 02707 | 90.000 |
90.000 |
$26.550 |
EACH | 0.0 |
0320 | CLEAN TEMP SILT FENCE | 02709 | 9,645.000 |
9,645.000 |
$0.250 |
LF | 0.0 |
0330 | SEDIMENTATION BASIN | 02711 | 17,977.000 |
17,977.000 |
$3.080 |
CUYD | 0.3 |
0340 | STAKING | 02726 | 1.000 |
1.000 |
$226,291.010 |
LS | 1.2 |
0350 | EROSION CONTROL BLANKET | 05950 | 102,200.000 |
102,271.000 |
$1.300 |
SQYD | 0.7 |
0360 | TEMP MULCH | 05952 | 438,500.000 |
438,500.000 |
$0.200 |
SQYD | 0.5 |
0370 | TEMP SEEDING AND PROTECTION | 05953 | 438,500.000 |
438,500.000 |
$0.240 |
SQYD | 0.5 |
0380 | TOPDRESSING FERTILIZER | 05966 | 22.700 |
22.700 |
$669.520 |
TON | 0.1 |
0390 | SEEDING AND PROTECTION | 05985 | 390,230.000 |
390,230.000 |
$0.380 |
SQYD | 0.8 |
0400 | FUEL ADJUSTMENT | 10020NS | 838,202.000 |
354,869.230 |
$1.000 |
DOLL | 4.4 |
0410 | TREE | 20000ES724 | 708.000 |
708.000 |
$10.000 |
EACH | 0.0 |
0420 | PNEUMATIC BACKSTOWING | 20667ED | 9,000.000 |
9,000.000 |
$25.000 |
TON | 1.2 |
0430 | PIPELINE VIDEO INSPECTION | 23131ER701 | 1,756.000 |
1,756.000 |
$3.950 |
LF | 0.0 |
8000 | CLEARING AND GRUBBING (ROADWAY-69 ACRES, WASTE SITES #2 & #3 - 115 ACRES | 02545 | 0.000 |
1.000 |
$500,159.000 |
LS | 0.0 |
8006 | CONCRETE-CLASS B | 02555 | 0.000 |
10.000 |
$350.000 |
CUYD | 0.0 |
8008 | NON-SPEC MATERIAL Fence Woven Wire Type 1 | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $16,992,548.40 |
SM- Project | DE06701191279 | CATEGORY NUMBER | 0002 | CATEGORY Description | PAVING |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0440 | CRUSHED STONE BASE | 00003 | 373.000 |
373.000 |
$30.600 |
TON | 0.1 |
0450 | TRAFFIC BOUND BASE | 00020 | 1,215.000 |
1,215.000 |
$25.000 |
TON | 0.2 |
0460 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 534.000 |
534.000 |
$134.600 |
TON | 0.4 |
0470 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 112.000 |
112.000 |
$149.600 |
TON | 0.1 |
Category Total $130,420.40 |
SM- Project | DE06701191279 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0480 | CULVERT PIPE-15 IN | 00461 | 12.000 |
12.000 |
$84.200 |
LF | 0.0 |
0490 | CULVERT PIPE-24 IN | 00464 | 334.000 |
475.000 |
$95.070 |
LF | 0.2 |
0500 | CULVERT PIPE-42 IN | 00469 | 352.000 |
144.000 |
$124.050 |
LF | 0.2 |
0510 | CULVERT PIPE-48 IN | 00470 | 125.000 |
0.000 |
$148.240 |
LF | 0.1 |
0520 | CULVERT PIPE-72 IN | 00474 | 258.000 |
258.000 |
$312.000 |
LF | 0.4 |
0530 | PIPE CULVERT HEADWALL-24 IN | 01208 | 6.000 |
8.000 |
$1,018.850 |
EACH | 0.0 |
0540 | PIPE CULVERT HEADWALL-42 IN | 01214 | 4.000 |
2.000 |
$3,202.340 |
EACH | 0.1 |
0550 | PIPE CULVERT HEADWALL-48 IN | 01216 | 2.000 |
0.000 |
$3,612.860 |
EACH | 0.0 |
0560 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$3,015.410 |
EACH | 0.0 |
0570 | DROP BOX INLET TYPE 7 | 01538 | 2.000 |
2.000 |
$3,826.480 |
EACH | 0.0 |
0580 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$2,896.010 |
EACH | 0.0 |
0590 | MANHOLE TYPE C MOD | 01768 | 1.000 |
1.000 |
$4,805.390 |
EACH | 0.0 |
0600 | BORE AND JACK PIPE-24 IN | 21799EN | 94.000 |
94.000 |
$324.900 |
LF | 0.2 |
0610 | BORE AND JACK PIPE-48 IN | 23124EN | 87.000 |
0.000 |
$942.100 |
LF | 0.4 |
0620 | BORE AND JACK PIPE-72 IN | 23127EN | 126.000 |
126.000 |
$1,735.720 |
LF | 1.1 |
0630 | BORE AND JACK PIPE-42 IN | 23332EC | 113.000 |
0.000 |
$474.400 |
LF | 0.3 |
0640 | PIPE CULVERT HEADWALL-72 IN | 24025EC | 2.000 |
2.000 |
$10,499.930 |
EACH | 0.1 |
8001 | CULVERT PIPE-60 IN | 00472 | 0.000 |
208.000 |
$271.310 |
LF | 0.0 |
8002 | BORE AND JACK PIPE -60 INCH | 21661ES706 | 0.000 |
113.000 |
$1,561.000 |
LF | 0.0 |
8003 | PIPE CULVERT HEADWALL-60 IN | 01220 | 0.000 |
2.000 |
$6,813.660 |
EACH | 0.0 |
8004 | COST PLUS WORK DRAINAGE REVISION | 10080NSD | 0.000 |
365,735.500 |
$1.000 |
DOLL | 0.0 |
Category Total $625,784.41 |
SM- Project | DE06701191279 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0650 | FOUNDATION PREPARATION (25356) | 08003 | 1.000 |
1.000 |
$50,750.000 |
LS | 0.3 |
0660 | CONCRETE-CLASS A | 08100 | 262.800 |
262.800 |
$575.000 |
CUYD | 0.8 |
0670 | STEEL REINFORCEMENT | 08150 | 48,408.000 |
48,408.000 |
$1.070 |
LB | 0.3 |
8007 | STRUCTURE EXCAVATION-COMMON | 08001 | 0.000 |
245.000 |
$37.910 |
CUYD | 0.0 |
Category Total $253,656.56 |
SM- Project | DE06701191279 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0680 | FOUNDATION PREPARATION (25357) | 08003 | 1.000 |
1.000 |
$63,750.000 |
LS | 0.3 |
0690 | CONCRETE-CLASS AA | 08104 | 209.000 |
209.000 |
$578.000 |
CUYD | 0.6 |
0700 | STEEL REINFORCEMENT | 08150 | 23,500.000 |
23,500.000 |
$1.070 |
LB | 0.1 |
8005 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 0.000 |
150.900 |
$39.380 |
CUYD | 0.0 |
Category Total $209,697.00 |
SM- Project | DE06701191279 | CATEGORY NUMBER | 0007 | CATEGORY Description | TRAINEES |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0730 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | 1,000.000 |
1,000.000 |
$1.170 |
HOUR | 0.0 |
0740 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OPERATOR TRAINEE | 02742 | 1,600.000 |
1,600.000 |
$0.730 |
HOUR | 0.0 |
0750 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | 1,400.000 |
1,400.000 |
$0.840 |
HOUR | 0.0 |
Category Total $3,514.00 |