|
Item List 030713 |
Date:11/26/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030713 | Primary Project Number | X115015004001 |
| Contract Description | SPRINGFIELD BY-PASS (US 150) | ||
| Primary County | WASHINGTON | Federal/State Number | STPR 150-1 (89) |
| Vendor ID | 02457 | Vendor Name | NALLY & HAYDON LLC AND SUBSIDIARIES |
| Bid Amount | $ 6,115,876.92 | ||
| SM- Project | X115015004001 |
| Fed/State Number | STPR 150-1 (89) |
| Project Description | SPRINGFIELD BY-PASS (US 150) |
| *********** |
| SM- Project | X115015004001 | 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 |
| 0010 | 0010 | D G A BASE | 00001 | 6,218.000 |
4,052.000 |
$13.850 |
TON | 1.4 |
| 0020 | 0020 | CRUSHED STONE BASE | 00003 | 72,455.000 |
72,751.750 |
$13.850 |
TON | 16.4 |
| 0030 | 0030 | TRAFFIC BOUND BASE | 00020 | 2,129.000 |
2,129.000 |
$14.000 |
TON | 0.5 |
| 0040 | 0040 | ASPHALT SEAL AGGREGATE | 00100 | 388.000 |
388.000 |
$40.000 |
TON | 0.3 |
| 0050 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 10,621.000 |
10,621.000 |
$34.340 |
TON | 6.0 |
| 0060 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 26,920.000 |
26,920.000 |
$35.480 |
TON | 15.6 |
| 0070 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 529.000 |
644.100 |
$35.480 |
TON | 0.3 |
| 0080 | 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 47.000 |
47.000 |
$375.000 |
TON | 0.3 |
| 0090 | 0090 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 3,801.000 |
3,873.200 |
$38.380 |
TON | 2.4 |
| 0100 | 0100 | CL2 ASPH SURF 0.38D PG76-22 | 00340 | 4,334.000 |
4,334.000 |
$45.970 |
TON | 3.3 |
| 0110 | 0110 | ENTRANCE PIPE-15 INCH | 00440 | 549.000 |
549.000 |
$22.000 |
LF | 0.2 |
| 0120 | 0120 | ENTRANCE PIPE-18 INCH | 00441 | 150.000 |
150.000 |
$25.000 |
LF | 0.1 |
| 0130 | 0130 | ENTRANCE PIPE-24 INCH | 00443 | 36.000 |
36.000 |
$30.000 |
LF | 0.0 |
| 0140 | 0140 | CULVERT PIPE-15 INCH | 00461 | 59.000 |
59.000 |
$30.000 |
LF | 0.0 |
| 0150 | 0150 | CULVERT PIPE-18 INCH | 00462 | 565.700 |
565.700 |
$40.000 |
LF | 0.4 |
| 0160 | 0160 | CULVERT PIPE-24 INCH | 00464 | 1,785.300 |
1,785.300 |
$46.000 |
LF | 1.3 |
| 0170 | 0170 | CULVERT PIPE-36 INCH | 00468 | 200.800 |
200.800 |
$66.000 |
LF | 0.2 |
| 0180 | 0180 | CULVERT PIPE-72 INCH | 00474 | 172.000 |
172.000 |
$185.000 |
LF | 0.5 |
| 0190 | 0190 | CULVERT PIPE-42 INCH EQUIV | 00498 | 89.300 |
0.000 |
$168.000 |
LF | 0.2 |
| 0200 | 0200 | PERFORATED PIPE-4 INCH | 01000 | 729.000 |
729.000 |
$8.000 |
LF | 0.1 |
| 0210 | 0210 | PERFORATED PIPE-6 INCH | 01001 | 575.000 |
575.000 |
$12.000 |
LF | 0.1 |
| 0220 | 0220 | NON-PERFORATED PIPE-4 INCH | 01010 | 168.000 |
168.000 |
$10.000 |
LF | 0.0 |
| 0230 | 0230 | NON-PERFORATED PIPE-6 INCH | 01011 | 269.000 |
269.000 |
$14.000 |
LF | 0.1 |
| 0240 | 0240 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 0250 | 0250 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 11.000 |
11.000 |
$500.000 |
EACH | 0.1 |
| 0260 | 0260 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0270 | 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
| 0280 | 0280 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.2 |
| 0290 | 0290 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 14.000 |
14.000 |
$2,500.000 |
EACH | 0.6 |
| 0300 | 0300 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 4.000 |
4.000 |
$5,000.000 |
EACH | 0.3 |
| 0310 | 0310 | DROP BOX INLET TYPE 5F | 01517 | 1.000 |
1.000 |
$3,300.000 |
EACH | 0.1 |
| 0320 | 0320 | REMOVE TEMP CONC BARRIER WALL | 02002 | 160.000 |
160.000 |
$10.000 |
LF | 0.0 |
| 0330 | 0330 | BARRICADE-TYPE III | 02014 | 27.000 |
27.000 |
$230.000 |
EACH | 0.1 |
| 0340 | 0340 | REMOVE PAVEMENT | 02091 | 2,582.000 |
2,582.000 |
$3.000 |
SQYD | 0.1 |
| 0350 | 0350 | ROADWAY EXCAVATION | 02200 | 324,008.000 |
325,397.000 |
$2.340 |
CUYD | 12.4 |
| 0360 | 0360 | GRANULAR EMBANKMENT | 02223 | 1,590.000 |
1,595.000 |
$23.000 |
CUYD | 0.6 |
| 0370 | 0370 | WATER | 02242 | 1,500.000 |
1,500.000 |
$0.010 |
MGAL | 0.0 |
| 0380 | 0380 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 26,608.000 |
14,640.000 |
$3.500 |
LF | 1.5 |
| 0390 | 0390 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 8,248.000 |
8,248.000 |
$9.950 |
LF | 1.3 |
| 0400 | 0400 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
10.000 |
$32.400 |
EACH | 0.0 |
| 0410 | 0410 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$380.000 |
EACH | 0.0 |
| 0420 | 0420 | REMOVE GUARDRAIL | 02381 | 1,117.000 |
1,117.000 |
$2.000 |
LF | 0.0 |
| 0430 | 0430 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 18.000 |
17.000 |
$1,450.000 |
EACH | 0.4 |
| 0440 | 0440 | R/W MARKER RURAL TYPE 1 | 02434 | 57.000 |
57.000 |
$72.000 |
EACH | 0.1 |
| 0450 | 0450 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 7.000 |
7.000 |
$67.000 |
EACH | 0.0 |
| 0460 | 0460 | REMOVE & RESET R/W MARKER | 02446 | 2.000 |
2.000 |
$46.000 |
EACH | 0.0 |
| 0470 | 0470 | CHANNEL LINING CLASS II | 02483 | 455.000 |
455.000 |
$18.000 |
TON | 0.1 |
| 0480 | 0480 | CHANNEL LINING CLASS III | 02484 | 11,157.000 |
11,157.000 |
$20.000 |
TON | 3.6 |
| 0490 | 0490 | CLEARING AND GRUBBING (68.17 ACRES) | 02545 | 1.000 |
1.000 |
$37,000.000 |
LS | 0.6 |
| 0500 | 0500 | SIGNS | 02562 | 1,220.000 |
1,220.000 |
$5.500 |
SQFT | 0.1 |
| 0510 | 0510 | EDGE KEY | 02585 | 170.000 |
170.000 |
$40.000 |
LF | 0.1 |
| 0520 | 0520 | FABRIC-GEOTEXTILE TYPE I | 02596 | 6,078.000 |
6,078.000 |
$3.000 |
SQYD | 0.3 |
| 0530 | 0530 | FABRIC-GEOTEXTILE TYPE III | 02598 | 2,385.000 |
2,400.000 |
$2.000 |
SQYD | 0.1 |
| 0540 | 0540 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$27,000.000 |
LS | 0.4 |
| 0550 | 0550 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
| 0560 | 0560 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$800.000 |
LS | 0.0 |
| 0570 | 0570 | ASPH PAVE MILLING & TEXTURING | 02677 | 1,443.000 |
1,443.000 |
$14.500 |
TON | 0.3 |
| 0580 | 0580 | TEMPORARY SILT FENCE | 02701 | 4,800.000 |
4,800.000 |
$2.000 |
LF | 0.2 |
| 0590 | 0590 | SILT TRAP TYPE B | 02704 | 67.000 |
67.000 |
$350.000 |
EACH | 0.4 |
| 0600 | 0600 | SILT CHECK | 02705 | 124.000 |
124.000 |
$100.000 |
EACH | 0.2 |
| 0610 | 0610 | CLEAN SILT TRAP TYPE B | 02707 | 201.000 |
201.000 |
$200.000 |
EACH | 0.7 |
| 0620 | 0620 | CLEAN SILT CHECK | 02708 | 372.000 |
372.000 |
$40.000 |
EACH | 0.2 |
| 0630 | 0630 | CLEAN TEMPORARY SILT FENCE | 02709 | 14,400.000 |
14,400.000 |
$1.000 |
LF | 0.2 |
| 0640 | 0640 | STAKING | 02726 | 1.000 |
1.000 |
$60,000.000 |
LS | 1.0 |
| 0650 | 0650 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 160.000 |
160.000 |
$50.000 |
LF | 0.1 |
| 0660 | 0660 | PVC PIPE-2 INCH | 03381 | 225.000 |
225.000 |
$35.000 |
LF | 0.1 |
| 0670 | 0670 | PVC PIPE-4 INCH | 03383 | 120.000 |
120.000 |
$40.000 |
LF | 0.1 |
| 0680 | 0680 | TIE-IN 2 INCH | 03463 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0700 | 0690 | EROSION CONTROL BLANKET | 05950 | 5,470.000 |
5,903.000 |
$1.160 |
SQYD | 0.1 |
| 0690 | 0700 | EROSION CONTROL BLANKET | 05950 | 9,755.000 |
9,755.000 |
$1.650 |
SQYD | 0.3 |
| 0710 | 0710 | TEMP SEEDING AND PROTECTION | 05953 | 21,000.000 |
21,000.000 |
$0.180 |
SQYD | 0.1 |
| 0720 | 0720 | SEEDING AND PROTECTION REVISED 10 | 05985 | 221,000.000 |
223,015.000 |
$0.270 |
SQYD | 1.0 |
| 0730 | 0730 | SPECIAL SEEDING CROWN VETCH | 05989 | 3,222.000 |
65,132.000 |
$0.230 |
SQYD | 0.0 |
| 0740 | 0740 | TOPSOIL FURNISHED AND PLACED | 05997 | 3,550.000 |
3,550.000 |
$10.000 |
CUYD | 0.6 |
| 0750 | 0750 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 18,450.000 |
18,450.000 |
$0.120 |
LF | 0.0 |
| 0760 | 0760 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 61,374.000 |
61,374.000 |
$0.200 |
LF | 0.2 |
| 0770 | 0770 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 18,450.000 |
18,450.000 |
$0.500 |
LF | 0.2 |
| 0780 | 0780 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 125.000 |
125.000 |
$6.000 |
LF | 0.0 |
| 0790 | 0790 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 8,669.000 |
8,669.000 |
$0.500 |
SQFT | 0.1 |
| 0800 | 0800 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 16.000 |
16.000 |
$70.000 |
EACH | 0.0 |
| 0810 | 0810 | PAVEMENT MARKER TYPE V-MW | 06589 | 24.000 |
24.000 |
$17.000 |
EACH | 0.0 |
| 0820 | 0820 | PAVEMENT MARKER TYPE V-BY | 06591 | 684.000 |
684.000 |
$17.000 |
EACH | 0.2 |
| 0830 | 0830 | J-HOOK VANE | 07535 | 30.000 |
30.000 |
$1,700.000 |
EACH | 0.8 |
| 0840 | 0840 | CORALBERRY SHRUB | 07549 | 262.000 |
262.000 |
$12.600 |
EACH | 0.1 |
| 0850 | 0850 | GRASS SEEDING | 07550 | 46.000 |
46.000 |
$23.370 |
EACH | 0.0 |
| 0860 | 0860 | CROSS VANE | 07551 | 10.000 |
10.000 |
$1,900.000 |
EACH | 0.3 |
| 0870 | 0870 | CONCRETE-CLASS A | 08100 | 47.800 |
47.800 |
$700.000 |
CUYD | 0.5 |
| 0880 | 0880 | STEEL REINFORCEMENT | 08150 | 2,342.000 |
2,342.000 |
$1.000 |
LB | 0.0 |
| 0890 | 0890 | SILKY DOGWOOD | 09133 | 131.000 |
131.000 |
$12.600 |
EACH | 0.0 |
| 0900 | 0900 | HACKBERRY | 09208 | 131.000 |
131.000 |
$12.600 |
EACH | 0.0 |
| 0910 | 0910 | CL 2 ASPH BASE 1.0D PG 76-22 | 09339 | 11,938.000 |
11,938.000 |
$39.880 |
TON | 7.8 |
| 0920 | 0920 | GREEN ASH TREE | 09533 | 230.000 |
230.000 |
$12.600 |
EACH | 0.0 |
| 0930 | 0930 | SHELLBARK HICKORY TREE | 09691 | 99.000 |
99.000 |
$12.600 |
EACH | 0.0 |
| 0940 | 0940 | BLACK CHERRY TREE | 09746 | 197.000 |
197.000 |
$12.600 |
EACH | 0.0 |
| 0950 | 0950 | TEMPORARY DAM AND PUMP | 09749 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0960 | 0960 | ENERGY DISSIPATING POOL | 09752 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0970 | 0970 | LIVE STAKES | 09753 | 13,200.000 |
13,200.000 |
$5.050 |
EACH | 1.1 |
| 0980 | 0980 | ELDERBERRY SHRUB | 09758 | 262.000 |
262.000 |
$12.600 |
EACH | 0.1 |
| 8000 | 8000 | EW~ Fencing-Diamond Mesh 58" | 10093EX | 0.000 |
11,968.000 |
$8.950 |
LF | 0.0 |
| 8001 | 8001 | CLEAN SINKHOLE | 02469 | 0.000 |
1.000 |
$1,600.000 |
EACH | 0.0 |
| 8003 | 8003 | CONCRETE-CLASS B | 02555 | 0.000 |
3.000 |
$350.000 |
CUYD | 0.0 |
| 8004 | 8004 | STEEL REINFORCEMENT | 08150 | 0.000 |
100.000 |
$1.500 |
LB | 0.0 |
| 8005 | 8005 | EMBANKMENT IN PLACE | 02230 | 0.000 |
1,850.000 |
$3.000 |
CUYD | 0.0 |
| 8006 | 8006 | CONCRETE-CLASS A | 08100 | 0.000 |
56.000 |
$303.500 |
CUYD | 0.0 |
| 8007 | 8007 | STEEL REINFORCEMENT | 08150 | 0.000 |
5,200.000 |
$0.840 |
LB | 0.0 |
| 8008 | 8008 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 0.000 |
15.000 |
$50.000 |
CUYD | 0.0 |
| 8009 | 8009 | FOUNDATION PREPARATION | 08003 | 0.000 |
1.000 |
$5,500.000 |
LS | 0.0 |
| 8010 | 8010 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 0.000 |
234.000 |
$105.000 |
LF | 0.0 |
| 8011 | 8011 | CULVERT PIPE-42 INCH EQUIV | 00498 | 0.000 |
89.300 |
$163.000 |
LF | 0.0 |
| 8012 | 8012 | RIFFLE ROCK | 21747EN | 0.000 |
326.290 |
$30.000 |
TON | 0.0 |
| 8013 | 8013 | RIFFLE STRUCTURE-DUMPED STONE | 02738 | 0.000 |
9.000 |
$743.340 |
EACH | 0.0 |
| 8014 | 8014 | RIPARIAN ZONE SEEDING | 20368ES724 | 0.000 |
1.000 |
$11,662.200 |
LS | 0.0 |
| 8015 | 8015 | SANDBAR WILLOWS #3 Black Willow Trees | 09202 | 0.000 |
44.000 |
$41.500 |
EACH | 0.0 |
| 8016 | 8016 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
0.000 |
$27,000.000 |
DOLL | 0.0 |
Category Total $5,546,167.46 |
| SM- Project | X115015004001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1090 | 0990 | FOUNDATION PREPARATION (STA 32+25 | 08003 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.1 |
| 1100 | 1000 | CONCRETE-CLASS A | 08100 | 239.500 |
239.500 |
$298.000 |
CUYD | 1.2 |
| 1160 | 1010 | STEEL REINFORCEMENT | 08150 | 35,810.000 |
35,810.000 |
$0.540 |
LB | 0.3 |
Category Total $94,708.40 |
| SM- Project | X115015004001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0990 | 1020 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 196.000 |
226.760 |
$50.000 |
CUYD | 0.2 |
| 1050 | 1030 | FOUNDATION PREPARATION (STA 135+8 | 08003 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.1 |
| 1110 | 1040 | CONCRETE-CLASS A | 08100 | 113.600 |
113.600 |
$298.000 |
CUYD | 0.6 |
| 1170 | 1050 | STEEL REINFORCEMENT | 08150 | 13,060.000 |
13,060.000 |
$0.540 |
LB | 0.1 |
Category Total $56,205.20 |
| SM- Project | X115015004001 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | CPES SUBSECTION G |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1010 | 1060 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 10.000 |
49.410 |
$50.000 |
CUYD | 0.0 |
| 1060 | 1070 | FOUNDATION PREPARATION (STA 149 +1 | 08003 | 1.000 |
1.000 |
$5,500.000 |
LS | 0.1 |
| 1130 | 1080 | CONCRETE-CLASS A | 08100 | 206.400 |
206.400 |
$298.000 |
CUYD | 1.0 |
| 1180 | 1090 | STEEL REINFORCEMENT | 08150 | 21,470.000 |
21,470.000 |
$0.540 |
LB | 0.2 |
| 1220 | 1100 | LOW FLOW DIVERSION CURB (STA 149+ | 08410 | 1.000 |
1.000 |
$1,200.000 |
LS | 0.0 |
Category Total $80,301.00 |
| SM- Project | X115015004001 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE | CPES SUBSECTION I |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1020 | 1110 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 4.000 |
4.000 |
$50.000 |
CUYD | 0.0 |
| 1040 | 1120 | FOUNDATION PREPARATION (STA 131+2 | 08003 | 1.000 |
1.000 |
$1,800.000 |
LS | 0.0 |
| 1140 | 1130 | CONCRETE-CLASS A | 08100 | 36.300 |
36.300 |
$298.000 |
CUYD | 0.2 |
| 1190 | 1140 | STEEL REINFORCEMENT | 08150 | 2,960.000 |
2,960.000 |
$0.540 |
LB | 0.0 |
| 1250 | 1150 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | 16.000 |
16.000 |
$79.700 |
LF | 0.0 |
Category Total $15,691.00 |
| SM- Project | X115015004001 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE | CPES SUBSECTION K |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1030 | 1160 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 27.000 |
27.000 |
$50.000 |
CUYD | 0.0 |
| 1070 | 1170 | FOUNDATION PREPARATION (STA 158+0 | 08003 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 1120 | 1180 | CONCRETE-CLASS A | 08100 | 62.400 |
62.400 |
$298.000 |
CUYD | 0.3 |
| 1200 | 1190 | STEEL REINFORCEMENT | 08150 | 6,440.000 |