|
Item List 010801 |
Date:08/22/2008 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 010801 | Primary Project Number | X062021005001 |
| Contract Description | HODGENVILLE-CAMPBELLSVILLE ROAD (KY210) | ||
| Primary County | LARUE | Federal/State Number | DPR-STPR 025 (003) |
| Vendor ID | 02457 | Vendor Name | NALLY & HAYDON LLC AND SUBSIDIARIES |
| Bid Amount | $ 7,483,640.11 | ||
| SM- Project | X062021005001 |
| Fed/State Number | DPR-STPR 025 (003) |
| Project Description | HODGENVILLE-CAMPBELLSVILLE ROAD (KY210) |
| *********** |
| SM- Project | X062021005001 | 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 |
| 0850 | 0001 | CONCRETE-CLASS A CULVERT | 08100 | 911.500 |
855.800 |
$245.000 |
CUYD | 3.0 |
| 0870 | 0002 | STEEL REINFORCEMENT CULVERT | 08150 | 128,242.000 |
115,951.000 |
$0.500 |
LB | 0.9 |
| 0800 | 0003 | FOUNDATION PREPARATION 1 | 08003 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0810 | 0004 | FOUNDATION PREPARATION 2 | 08003 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 0820 | 0005 | FOUNDATION PREPARATION 3 | 08003 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0830 | 0006 | FOUNDATION PREPARATION 4 | 08003 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0840 | 0007 | FOUNDATION PREPARATION 5 | 08003 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 0890 | 0008 | LOW FLOW DIVERSION CURB | 08410 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0400 | 0009 | ROADWAY EXCAVATION | 02200 | 681,377.000 |
4,199.100 |
$2.070 |
CUYD | 18.8 |
| 0410 | 0010 | GRANULAR EMBANKMENT | 02223 | 16,590.000 |
16,590.000 |
$9.000 |
CUYD | 2.0 |
| 0420 | 0011 | WATER | 02242 | 19,500.000 |
19,500.000 |
$0.010 |
MGAL | 0.0 |
| 0860 | 0012 | CONCRETE-CLASS A ROADWAY | 08100 | 168.980 |
167.120 |
$620.000 |
CUYD | 1.4 |
| 0880 | 0013 | STEEL REINFORCEMENT ROADWAY | 08150 | 11,393.000 |
11,377.000 |
$0.950 |
LB | 0.1 |
| 0430 | 0014 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 50.000 |
50.000 |
$16.700 |
LF | 0.0 |
| 0440 | 0015 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0450 | 0016 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 8.000 |
8.000 |
$675.000 |
EACH | 0.1 |
| 0460 | 0017 | TEMPORARY GUARDRAIL | 02397 | 3,275.000 |
3,275.000 |
$8.900 |
LF | 0.4 |
| 0730 | 0018 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 181,040.000 |
181,040.000 |
$0.010 |
LF | 0.0 |
| 0740 | 0019 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 206,645.000 |
206,645.000 |
$0.100 |
LF | 0.3 |
| 0750 | 0020 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 4,800.000 |
4,800.000 |
$0.950 |
LF | 0.1 |
| 0760 | 0021 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 5,880.000 |
5,880.000 |
$0.950 |
LF | 0.1 |
| 0770 | 0022 | PAVEMENT MARKER TYPE IV-BY | 06582 | 1,196.000 |
1,196.000 |
$3.950 |
EACH | 0.1 |
| 0780 | 0023 | PAVEMENT MARKER TYPE V-MW | 06589 | 5.000 |
5.000 |
$18.000 |
EACH | 0.0 |
| 0790 | 0024 | PAVEMENT MARKER TYPE V-BY | 06591 | 1,118.000 |
1,118.000 |
$18.000 |
EACH | 0.3 |
| 0530 | 0025 | SIGNS | 02562 | 3,044.000 |
3,044.000 |
$6.000 |
SQFT | 0.2 |
| 0380 | 0026 | REMOVE PAVEMENT | 02091 | 20,887.000 |
20,887.000 |
$0.500 |
SQYD | 0.1 |
| 0490 | 0027 | PLUG WATER WELL | 02475 | 4.000 |
4.000 |
$900.000 |
EACH | 0.0 |
| 0160 | 0028 | CULVERT PIPE-18 INCH | 00462 | 1,370.000 |
1,102.000 |
$31.000 |
LF | 0.6 |
| 0170 | 0029 | CULVERT PIPE-24 INCH | 00464 | 894.000 |
848.000 |
$39.000 |
LF | 0.5 |
| 0180 | 0030 | CULVERT PIPE-30 INCH | 00466 | 871.000 |
817.000 |
$47.500 |
LF | 0.6 |
| 0190 | 0031 | CULVERT PIPE-36 INCH | 00468 | 450.000 |
450.000 |
$64.000 |
LF | 0.4 |
| 0200 | 0032 | CULVERT PIPE-42 INCH | 00469 | 270.000 |
261.000 |
$73.000 |
LF | 0.3 |
| 0210 | 0033 | CULVERT PIPE-48 INCH | 00470 | 396.000 |
396.000 |
$86.000 |
LF | 0.5 |
| 0220 | 0034 | CULVERT PIPE-54 INCH | 00471 | 255.000 |
255.000 |
$102.000 |
LF | 0.3 |
| 0230 | 0035 | CULVERT PIPE-60 INCH | 00472 | 247.000 |
247.000 |
$128.000 |
LF | 0.4 |
| 0240 | 0036 | STORM SEWER PIPE-15 INCH | 00521 | 1,341.000 |
14.000 |
$26.000 |
LF | 0.5 |
| 0250 | 0037 | STORM SEWER PIPE-18 INCH | 00522 | 1,507.000 |
62.000 |
$30.000 |
LF | 0.6 |
| 0120 | 0038 | ENTRANCE PIPE-15 INCH | 00440 | 2,444.000 |
2,444.000 |
$21.000 |
LF | 0.7 |
| 0130 | 0039 | ENTRANCE PIPE-18 INCH | 00441 | 540.000 |
540.000 |
$22.000 |
LF | 0.2 |
| 0140 | 0040 | ENTRANCE PIPE-24 INCH | 00443 | 480.000 |
480.000 |
$25.000 |
LF | 0.2 |
| 0150 | 0041 | ENTRANCE PIPE-30 INCH | 00445 | 35.000 |
35.000 |
$29.000 |
LF | 0.0 |
| 0260 | 0042 | PERFORATED PIPE-6 INCH | 01001 | 2,151.000 |
2,151.000 |
$7.000 |
LF | 0.2 |
| 0320 | 0043 | CURB BOX INLET TYPE A | 01456 | 13.000 |
13.000 |
$2,700.000 |
EACH | 0.5 |
| 0330 | 0044 | DROP BOX INLET TYPE 11 | 01544 | 7.000 |
7.000 |
$1,800.000 |
EACH | 0.2 |
| 0270 | 0045 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0280 | 0046 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 14.000 |
14.000 |
$2,050.000 |
EACH | 0.4 |
| 0290 | 0047 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 10.000 |
10.000 |
$2,500.000 |
EACH | 0.3 |
| 0300 | 0048 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 3.000 |
3.000 |
$2,900.000 |
EACH | 0.1 |
| 0310 | 0049 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 4.000 |
4.000 |
$3,600.000 |
EACH | 0.2 |
| 0340 | 0050 | SPRING BOX INLET TYPE A | 01660 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0350 | 0051 | MANHOLE TYPE A | 01756 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.1 |
| 0710 | 0052 | SEEDING AND PROTECTION | 05985 | 648,461.000 |
648,461.000 |
$0.300 |
SQYD | 2.6 |
| 0690 | 0053 | TEMP SEEDING AND PROTECTION | 05953 | 64,846.000 |
64,846.000 |
$0.250 |
SQYD | 0.2 |
| 0720 | 0054 | SODDING | 05990 | 11,209.000 |
11,209.000 |
$3.460 |
SQYD | 0.5 |
| 0700 | 0055 | TOPDRESSING FERTILIZER | 05966 | 32.000 |
32.000 |
$315.000 |
TON | 0.1 |
| 0680 | 0056 | EROSION CONTROL BLANKET | 05950 | 82,310.000 |
82,310.000 |
$1.150 |
SQYD | 1.3 |
| 0620 | 0057 | SILT TRAP TYPE A | 02703 | 97.000 |
97.000 |
$150.000 |
EACH | 0.2 |
| 0640 | 0058 | CLEAN SILT TRAP TYPE A | 02706 | 388.000 |
388.000 |
$50.000 |
EACH | 0.3 |
| 0630 | 0059 | SILT CHECK | 02705 | 132.000 |
132.000 |
$110.000 |
EACH | 0.2 |
| 0650 | 0060 | CLEAN SILT CHECK | 02708 | 528.000 |
528.000 |
$50.000 |
EACH | 0.4 |
| 0600 | 0061 | TEMPORARY SILT FENCE | 02701 | 34,605.000 |
34,605.000 |
$1.750 |
LF | 0.8 |
| 0660 | 0062 | CLEAN TEMPORARY SILT FENCE | 02709 | 138,420.000 |
138,420.000 |
$0.350 |
LF | 0.6 |
| 0500 | 0063 | CHANNEL LINING CLASS II | 02483 | 5,511.000 |
5,511.000 |
$10.500 |
TON | 0.8 |
| 0510 | 0064 | CHANNEL LINING CLASS III | 02484 | 746.000 |
746.000 |
$11.000 |
TON | 0.1 |
| 0550 | 0065 | FABRIC-GEOTEXTILE TYPE II | 02597 | 1,196.000 |
1,196.000 |
$2.000 |
SQYD | 0.0 |
| 0560 | 0066 | FABRIC-GEOTEXTILE TYPE III | 02598 | 16,537.000 |
16,537.000 |
$1.100 |
SQYD | 0.2 |
| 0570 | 0067 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 95.000 |
95.000 |
$4.000 |
SQYD | 0.0 |
| 0470 | 0068 | R/W MARKER RURAL TYPE 1 | 02434 | 342.000 |
342.000 |
$58.000 |
EACH | 0.3 |
| 0480 | 0069 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 13.000 |
13.000 |
$51.500 |
EACH | 0.0 |
| 0360 | 0070 | STANDARD CURB AND GUTTER | 01810 | 3,307.000 |
3,307.000 |
$15.500 |
LF | 0.7 |
| 0370 | 0071 | STANDARD HEADER CURB | 01875 | 62.000 |
62.000 |
$30.000 |
LF | 0.0 |
| 0540 | 0072 | EDGE KEY | 02585 | 375.000 |
375.000 |
$10.000 |
LF | 0.1 |
| 0390 | 0073 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | 2,468.000 |
0.000 |
$44.000 |
SQYD | 1.5 |
| 0010 | 0074 | CRUSHED STONE BASE | 00003 | 151,509.000 |
127,256.000 |
$5.100 |
TON | 10.3 |
| 0050 | 0075 | LEVELING & WEDGING PG64-22 | 00190 | 889.000 |
889.000 |
$20.570 |
TON | 0.2 |
| 0110 | 0076 | ASPHALT CURING SEAL | 00358 | 192.000 |
0.000 |
$300.000 |
TON | 0.8 |
| 0080 | 0077 | EMULSIFIED ASPHALT RS-2 | 00291 | 79.000 |
79.000 |
$300.000 |
TON | 0.3 |
| 0040 | 0078 | ASPHALT SEAL AGGREGATE | 00100 | 662.000 |
662.000 |
$18.000 |
TON | 0.2 |
| 0020 | 0079 | LIME STABILIZED ROADBED | 00013 | 192,037.000 |
0.000 |
$1.400 |
SQYD | 3.6 |
| 0030 | 0080 | LIME | 00014 | 3,768.000 |
0.000 |
$80.000 |
TON | 4.0 |
| 0610 | 0081 | SAND FOR BLOTTER | 02702 | 96.000 |
0.000 |
$1.000 |
TON | 0.0 |
| 0060 | 0082 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 21,732.000 |
21,732.000 |
$17.280 |
TON | 5.0 |
| 0070 | 0083 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 64,702.000 |
48,702.000 |
$17.280 |
TON | 14.9 |
| 0090 | 0084 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 11,254.000 |
11,254.000 |
$20.570 |
TON | 3.1 |
| 0100 | 0085 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 9,686.000 |
9,686.000 |
$19.390 |
TON | 2.5 |
| 0520 | 0086 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$73,560.000 |
LS | 1.0 |
| 0670 | 0087 | STAKING | 02726 | 1.000 |
1.000 |
$100,000.000 |
LS | 1.3 |
| 0580 | 0088 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$46,000.000 |
LS | 0.6 |
| 0590 | 0089 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.1 |
| 8092 | 8092 | ROCK ROADBED | 07611 | 0.000 |
112,415.000 |
$8.904 |
CUYD | 0.0 |
| 8093 | 8093 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 0.000 |
2,468.000 |
$50.450 |
SQYD | 0.0 |
| 8095 | 8095 | SAW PAVEMENT | 90252EC | 0.000 |
620.000 |
$2.500 |
LF | 0.0 |
| 9096 | 8096 | CULVERT PIPE-15 INCH Temporary | 00461 | 0.000 |
84.000 |
$40.000 |
LF | 0.0 |
| 8097 | 8097 | DROP BOX INLET TYPE 13G | 01559 | 0.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 8098 | 8098 | FUEL ADJUSTMENT | 10020NS | 0.000 |
21,742.310 |
$1.000 |
DOLL | 0.0 |
| 8099 | 8099 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
9,685.260 |
$1.000 |
DOLL | 0.0 |
| 0570 | 8100 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 0.000 |
12,833.000 |
$2.000 |
SQYD | 0.0 |
| 8101 | 8101 | REMOVE CURB AND GUTTER | 01812 | 0.000 |
64.000 |
$6.000 |
LF | 0.0 |
| 8103 | 8103 | VALUE ENGINEERING GRADE REVISION | 10120NS | 0.000 |
1.000 |
$31,534.030 |
LS | 0.0 |
| 0400 | 8104 | ROADWAY EXCAVATION REVISED | 02200 | 0.000 |
576,015.000 |
$2.385 |
CUYD | 0.0 |
| 8105 | 8105 | BARRICADE-TYPE III | 02014 | 0.000 |
12.000 |
$235.000 |
EACH | 0.0 |
| 8106 | 8106 | SAFELOADING | 02690 | 0.000 |
7.900 |
$250.000 |
CUYD | 0.0 |
| 8107 | 8107 | WATER LINE INSTALLATION | 03420 | 0.000 |
215.000 |
$25.000 |
LF | 0.0 |
| 8108 | 8108 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | 0.000 |
30.000 |
$50.000 |
LF | 0.0 |
| 8109 | 8109 | GATE VALVE-6 INCH | 03526 | 0.000 |
3.000 |
$800.000 |
EACH | 0.0 |
| 8110 | 8110 | FIRE HYDRANT | 02606 | 0.000 |
1.000 |
$2,300.000 |
EACH | 0.0 |
| 8111 | 8111 | TIE-IN 6 INCH | 03466 | 0.000 |
3.000 |
$2,000.000 |
EACH | 0.0 |
| 8112 | 8112 | REMOVE FIRE HYDRANT | 03434 | 0.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 8113 | 8113 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$365.000 |
LS | 0.0 |
| 8114 | 8114 | DEMOBILIZATION | 02569 | 0.000 |
1.000 |
$365.000 |
LS | 0.0 |
| 8115 | 8115 | BEND 90 DEG 6 INCH | 03560 | 0.000 |
2.000 |
$435.000 |
EACH | 0.0 |
| 8116 | 8116 | INSTALL FITTING | 9471EX | 0.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 8117 | 8117 | BEND 45 DEG 6 INCH | 03554 | 0.000 |
3.000 |
$435.000 |
EACH | 0.0 |
| 8118 | 8118 | CUT & CAP EXIST WATER MAIN | 03550 | 0.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 8119 | 8119 | BEND 11.25 DEG 6 INCH | 03538 | 0.000 |
1.000 |
$435.000 |
EACH | 0.0 |
| 8120 | 8120 | EW~ Waterline Design | 10090NX | 0.000 |
1.000 |
$3,182.000 |
LS | 0.0 |
| 8121 | 8121 | EW~ Ditch Excavation | 10090NX | 0.000 |
1.000 |
$822.500 |
LS | 0.0 |
| 8122 | 8122 | EW~ Telephone Relocation | 10090NX | 0.000 |
1.000 |
$720.410 |
LS | 0.0 |
| 8123 | 8123 | WATER LINE INSTALLATION | 03420 | 0.000 |
160.000 |
$30.000 |
LF | 0.0 |
| 8124 | 8124 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | 0.000 |
55.000 |
$60.000 |
LF | 0.0 |
| 8125 | 8125 | EW~ Remove 6" Waterline | 10093EX | 0.000 |
50.000 |
$10.000 |
LF | 0.0 |
| 8126 | 8126 | MOBILIZATION Mobilization for waterline relocation #2 | 02568 | 0.000 |
1.000 |
$250.000 |
LS | 0.0 |
| 8127 | 8127 | DEMOBILIZATION Demobilization for waterline relocation #2 | 02569 | 0.000 |
1.000 |
$250.000 |
LS | 0.0 |
| 8128 | 8128 | STORM SEWER PIPE-15 INCH | 00521 | 0.000 |
1,327.000 |
$25.500 |
LF | 0.0 |
| 8129 | 8129 | STORM SEWER PIPE-18 INCH | 00522 | 0.000 |
1,445.000 |
$29.400 |
LF | 0.0 |
| 8130 | 8130 | EW~ Ditch Excavation | 10090NX | 0.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8131 | 8131 | EW~ Maintenance Stone | 10090NX | 0.000 |
1.000 |
$27,194.050 |
LS | 0.0 |
Category Total $7,074,864.10 |
| SM- Project | X062021005001 | 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 |
| 0910 | 0090 | CONCRETE-CLASS A | 08100 | 268.500 |
268.500 |
$245.000 |
CUYD | 0.9 |
| 0920 | 0091 | STEEL REINFORCEMENT | 08150 | 33,263.000 |
33,263.000 |
$0.500 |
LB | 0.2 |
| 0900 | 0092 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
Category Total $84,914.00 |
| SM- Project | X062021005001 | CATEGORY NUMBER | 0005 | CATEGORY Description | TRAINEES | CPES SUBSECTION E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0930 | 0093 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,600.00 |
| SM- Project | X062021005001 | CATEGORY NUMBER | 0007 | CATEGORY Description | MOB / DEMOB | CPES SUBSECTION G |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0940 | 0094 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$214,841.340 |
LS | 2.9 |
| 0950 | 0095 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$107,420.670 |
LS | 1.4 |
Category Total $322,262.01 |