|
Item List 010705 |
Date:06/01/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 010705 | Primary Project Number | X114031W05001 |
| Contract Description | RECONSTRUCT US31W IN BOWLING GREEN, PROVIDE LEFT TURN LANES | ||
| Primary County | WARREN | Federal/State Number | STPS 7434 (8) |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 933,532.67 | ||
| SM- Project | X114031W05001 |
| Fed/State Number | STPS 7434 (8) |
| Project Description | RECONSTRUCT US31W IN BOWLING GREEN, PROVIDE LEFT TURN LANES |
| *********** |
| SM- Project | X114031W05001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0300 | 0001 | ROADWAY EXCAVATION | 02200M | 2,469.100 |
2,551.220 |
$37.730 |
CU M | 10.0 |
| 0310 | 0002 | STRUCTURE EXCAV-UNCLASSIFIED | 02203M | 29.700 |
29.700 |
$27.500 |
CU M | 0.1 |
| 0320 | 0003 | WATER | 02242M | 849.000 |
849.000 |
$0.010 |
CU M | 0.0 |
| 0600 | 0004 | CONCRETE-CLASS A | 08100M | 4.650 |
4.650 |
$725.000 |
CU M | 0.4 |
| 0340 | 0005 | CONCRETE-CLASS B | 02555M | 12.850 |
12.850 |
$825.000 |
CU M | 1.1 |
| 0510 | 0006 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | 5,140.000 |
5,140.000 |
$0.560 |
M | 0.3 |
| 0520 | 0007 | PAVE STRIPING-PERM PAINT-100MM | 06514M | 3,428.000 |
3,428.000 |
$0.560 |
M | 0.2 |
| 0530 | 0008 | PAVE MARKING-THERMO X-WALK-300 MM | 06566M | 214.300 |
214.300 |
$9.660 |
M | 0.2 |
| 0540 | 0009 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | 43.100 |
43.100 |
$16.450 |
M | 0.1 |
| 0550 | 0010 | PAVE MARKING-PAINT CROSS-HATCH | 06570M | 681.000 |
681.000 |
$1.890 |
SQ M | 0.1 |
| 0560 | 0011 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 10.000 |
10.000 |
$149.100 |
EACH | 0.2 |
| 0570 | 0012 | PAVEMENT MARKER TYPE V-MW | 06589 | 72.000 |
72.000 |
$22.950 |
EACH | 0.2 |
| 0580 | 0013 | PAVEMENT MARKER TYPE V-BY | 06591 | 90.000 |
90.000 |
$22.950 |
EACH | 0.2 |
| 0470 | 0014 | FLASHING ARROW | 02775 | 1.000 |
2.000 |
$1,500.000 |
EACH | 0.2 |
| 0350 | 0015 | SIGNS | 02562M | 27.500 |
27.500 |
$70.000 |
SQ M | 0.2 |
| 0270 | 0016 | BARRICADE-TYPE III | 02014 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 0450 | 0017 | REMOVE CONCRETE SIDEWALK | 02721M | 513.000 |
513.000 |
$10.000 |
SQ M | 0.5 |
| 0280 | 0018 | REMOVE PAVEMENT | 02091M | 257.000 |
257.000 |
$5.000 |
SQ M | 0.1 |
| 0590 | 0019 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 108.000 |
108.000 |
$5.000 |
EACH | 0.1 |
| 0090 | 0020 | PLUG PIPE | 01314 | 2.000 |
4.000 |
$500.000 |
EACH | 0.1 |
| 0240 | 0021 | REMOVE CURB AND GUTTER | 01812M | 373.300 |
458.300 |
$21.000 |
M | 0.8 |
| 0080 | 0022 | DUCTILE IRON PIPE-200 MM | 01095M | 47.700 |
47.700 |
$200.000 |
M | 1.0 |
| 0050 | 0023 | STORM SEWER PIPE-375 MM | 00521M | 105.400 |
105.400 |
$126.480 |
M | 1.4 |
| 0060 | 0024 | STORM SEWER PIPE-450 MM | 00522M | 349.100 |
349.100 |
$137.240 |
M | 5.1 |
| 0070 | 0025 | STORM SEWER PIPE-600 MM | 00524M | 47.500 |
52.090 |
$230.000 |
M | 1.2 |
| 0480 | 0026 | PVC PIPE-200 MM | 03387M | 15.500 |
15.500 |
$100.000 |
M | 0.2 |
| 0100 | 0027 | CURB BOX INLET TYPE F | 01487 | 1.000 |
1.000 |
$2,300.000 |
EACH | 0.2 |
| 0150 | 0028 | DROP BOX INLET-SPECIAL | 01583 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.2 |
| 0110 | 0029 | DROP BOX INLET TYPE 3 | 01496 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.5 |
| 0120 | 0030 | DROP BOX INLET TYPE 11 MOD | 01545 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.2 |
| 0130 | 0031 | DROP BOX INLET TYPE 13G | 01559 | 18.000 |
18.000 |
$1,950.000 |
EACH | 3.8 |
| 0160 | 0032 | DROP BOX INLET-SPECIAL | 01583 | 3.000 |
3.000 |
$2,200.000 |
EACH | 0.7 |
| 0140 | 0033 | DROP BOX INLET TYPE 13S | 01568 | 4.000 |
4.000 |
$2,400.000 |
EACH | 1.0 |
| 0170 | 0034 | CAP DROP BOX INLET | 01584 | 4.000 |
4.000 |
$675.000 |
EACH | 0.3 |
| 0180 | 0035 | JUNCTION BOX-24 INCH | 01643 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.3 |
| 0190 | 0036 | JUNCTION BOX-MODIFIED | 01651 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.4 |
| 0220 | 0037 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 3.000 |
3.000 |
$300.000 |
EACH | 0.1 |
| 0210 | 0038 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.3 |
| 0200 | 0039 | ADJUST INLET | 01719 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.2 |
| 0610 | 0040 | DRY WELL | 09622M01 | 12.000 |
17.680 |
$138.000 |
M | 0.2 |
| 0500 | 0041 | SODDING | 05990M | 3,407.000 |
3,407.000 |
$4.000 |
SQ M | 1.5 |
| 0490 | 0042 | TOPDRESSING FERTILIZER | 05966M | 0.190 |
0.190 |
$450.000 |
MTON | 0.0 |
| 0410 | 0043 | SILT CHECK | 02705 | 7.000 |
7.000 |
$60.000 |
EACH | 0.0 |
| 0420 | 0044 | CLEAN SILT CHECK | 02708 | 14.000 |
14.000 |
$5.000 |
EACH | 0.0 |
| 0400 | 0045 | TEMPORARY SILT FENCE | 02701M | 432.000 |
432.000 |
$5.000 |
M | 0.2 |
| 0430 | 0046 | CLEAN TEMPORARY SILT FENCE | 02709M | 864.000 |
864.000 |
$1.000 |
M | 0.1 |
| 0330 | 0047 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 9.000 |
9.000 |
$70.000 |
EACH | 0.1 |
| 0260 | 0048 | STANDARD HEADER CURB MODIFIED | 01876M | 128.200 |
128.200 |
$124.200 |
M | 1.7 |
| 0230 | 0049 | STANDARD CURB AND GUTTER | 01810M | 820.300 |
820.300 |
$51.200 |
M | 4.5 |
| 0250 | 0050 | STANDARD HEADER CURB | 01875M | 279.500 |
279.500 |
$96.000 |
M | 2.9 |
| 0360 | 0051 | EDGE KEY MODIFIED | 02585M | 53.400 |
53.400 |
$44.000 |
M | 0.3 |
| 0440 | 0052 | SIDEWALK-100 MM CONCRETE | 02720M | 1,223.000 |
1,223.000 |
$31.750 |
SQ M | 4.2 |
| 0290 | 0053 | CEM CONC ENT PAVEMENT-200 MM | 02101M | 1,947.000 |
1,947.000 |
$44.320 |
SQ M | 9.2 |
| 0390 | 0054 | ASPH PAVE MILLING & TEXTURING | 02677M | 1,120.800 |
720.210 |
$27.750 |
MTON | 3.3 |
| 0010 | 0055 | D G A BASE | 00001M | 1,794.500 |
1,794.500 |
$18.250 |
MTON | 3.5 |
| 0020 | 0056 | TRAFFIC BOUND BASE | 00020M | 500.000 |
1,300.000 |
$16.000 |
MTON | 0.9 |
| 0620 | 0057 | LEVELING 7 WEDGING PG70-22 | 09626M01 | 799.700 |
799.700 |
$45.100 |
MTON | 3.9 |
| 0030 | 0058 | CL3 ASPH BASE 25.0D PG70-22 | 00215M | 2,430.500 |
2,430.500 |
$41.850 |
MTON | 10.9 |
| 0040 | 0059 | CL3 ASPH SURF 12.5A PG70-22 | 00331M | 1,281.900 |
1,281.900 |
$43.100 |
MTON | 5.9 |
| 0460 | 0060 | STAKING | 02726 | 1.000 |
1.000 |
$15,000.000 |
LS | 1.6 |
| 0370 | 0061 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$18,000.000 |
LS | 1.9 |
| 0380 | 0062 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$500.000 |
LS | 0.1 |
| 8000 | 8000 | EW~ 0.5" Sand Mix Overlay | 10090NX | 0.000 |
1.000 |
$48,000.000 |
LS | 0.0 |
| 8001 | 8001 | EROSION CONTROL BLANKET SSSC A064 | 05950M | 0.000 |
81.040 |
$2.690 |
SQ M | 0.0 |
| 8002 | 8002 | COST PLUS WORK SEWER REALIGNMENT A065 | 10080NS | 0.000 |
1.000 |
$13,660.300 |
LS | 0.0 |
| 8003 | 8003 | COST PLUS WORK St. Sewer Realignment | 10080NS | 0.000 |
1.000 |
$11,116.350 |
LS | 0.0 |
| 8004 | 8004 | FABRIC-GEOTEXTILE TYPE IV Pipe Backfill | 02599M | 0.000 |
0.001 |
$2.390 |
SQ M | 0.0 |
| 8005 | 8005 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
-0.002 |
$1.000 |
DOLL | 0.0 |
| 8006 | 8006 | EW~ Lump Sum Payment for Corrective Work | 10090NX | 0.000 |
0.000 |
$37,500.000 |
LS | 0.0 |
Category Total $831,728.66 |
| SM- Project | X114031W05001 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0730 | 0063 | MAST ARM POLE | 04881 | 2.000 |
2.000 |
$20,865.000 |
EACH | 4.5 |
| 0740 | 0064 | SIGNAL PEDESTAL | 04882 | 4.000 |
4.000 |
$800.000 |
EACH | 0.3 |
| 0660 | 0065 | JUNCTION BOX TYPE B | 04811 | 3.000 |
3.000 |
$250.000 |
EACH | 0.1 |
| 0670 | 0066 | TRENCHING AND BACKFILLING | 04820M | 334.000 |
334.000 |
$6.250 |
M | 0.2 |
| 0750 | 0067 | LOOP SAW SLOT AND FILL | 04895M | 222.000 |
222.000 |
$19.000 |
M | 0.5 |
| 0680 | 0068 | OPEN CUT ROADWAY | 04821M | 215.000 |
215.000 |
$50.000 |
M | 1.2 |
| 0760 | 0069 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$125.000 |
EACH | 0.1 |
| 0770 | 0070 | SIGNAL-3 SECTION 12 INCH | 04912 | 6.000 |
6.000 |
$450.000 |
EACH | 0.3 |
| 0780 | 0071 | SIGNAL-5 SECTION 12 INCH | 04914 | 2.000 |
2.000 |
$575.000 |
EACH | 0.1 |
| 0790 | 0072 | SIGNAL-PEDESTRIAN | 04916 | 8.000 |
8.000 |
$250.000 |
EACH | 0.2 |
| 0800 | 0073 | SIGNAL CONTROLLER-TYPE 170 | 04920 | 1.000 |
1.000 |
$8,500.000 |
EACH | 0.9 |
| 0810 | 0074 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$750.000 |
EACH | 0.1 |
| 0630 | 0075 | CONDUIT-31 MM | 04793M | 90.000 |
90.000 |
$6.750 |
M | 0.1 |
| 0640 | 0076 | CONDUIT-50 MM | 04795M | 97.000 |
97.000 |
$8.500 |
M | 0.1 |
| 0650 | 0077 | CONDUIT-75 MM | 04797M | 147.000 |
147.000 |
$15.500 |
M | 0.2 |
| 0690 | 0078 | LOOP WIRE | 04830M | 531.000 |
531.000 |
$1.250 |
M | 0.1 |
| 0700 | 0079 | CABLE-NO. 14/5C | 04844M | 576.000 |
576.000 |
$4.250 |
M | 0.3 |
| 0710 | 0080 | CABLE-NO. 14/7C | 04845M | 152.000 |
152.000 |
$4.250 |
M | 0.1 |
| 0720 | 0081 | CABLE-NO. 14/1 PAIR | 04850M | 401.000 |
401.000 |
$4.250 |
M | 0.2 |
Category Total $88,008.00 |
| SM- Project | X114031W05001 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0820 | 0100 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$13,796.000 |
LS | 1.5 |
Category Total $13,796.00 |