|
Item List 020188 |
Date:11/26/2007 |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 020188 | Primary Project Number | X067001506003 |
| Contract Description | VARIOUS ROUTES IN LETCHER COUNTY | ||
| Primary County | LETCHER | Federal/State Number | FD GR02 0000041 |
| Vendor ID | 00272 | Vendor Name | MOUNTAIN ENTERPRISES INCORPORATED |
| Bid Amount | $ 6,834,531.52 | ||
| SM- Project | X067001506003 |
| Fed/State Number | FD04 067 0015 000-003 |
| Project Description | WHITESBURG BYPASS (KY15) |
| *********** |
| SM- Project | X067001506003 | CATEGORY NUMBER | 0001 | CATEGORY Description | BRIDGE | CPES SUBSECTION 11C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0860 | 0010 | REMOVE MEDIAN BOX INLET | 01630 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.1 |
| 0870 | 0020 | REMOVE CONCRETE MEDIAN | 02007 | 492.000 |
492.000 |
$40.000 |
SQYD | 0.3 |
| 0890 | 0030 | EXPAN JOINT REPLACE 1 1/2 INCH | 03294 | 100.000 |
239.500 |
$400.000 |
LF | 0.6 |
| 0910 | 0040 | ARMORED EDGE FOR CONCRETE | 03299 | 30.000 |
61.000 |
$150.000 |
LF | 0.1 |
| 0920 | 0050 | STEEL REINFORCEMENT | 08150 | 400.000 |
400.000 |
$3.500 |
LB | 0.0 |
| 0940 | 0060 | CONCRETE OVERLAY-LATEX | 08534 | 22.000 |
22.000 |
$1,700.000 |
CUYD | 0.5 |
| 0950 | 0070 | CONC OVERLAY-LOW SLUMP | 08535 | 30.000 |
30.000 |
$0.000 |
CUYD | 0.0 |
| 0960 | 0080 | BLAST CLEANING | 08549 | 500.000 |
500.000 |
$12.000 |
SQYD | 0.1 |
Category Total $114,980.00 |
| SM- Project | X067001506003 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY | CPES SUBSECTION 11D |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0090 | 0090 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 1,985.000 |
1,985.000 |
$52.970 |
TON | 1.5 |
| 0130 | 0100 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 10.000 |
10.000 |
$53.230 |
TON | 0.0 |
| 0290 | 0110 | REMOVE CONCRETE MEDIAN | 02007 | 860.000 |
860.000 |
$10.000 |
SQYD | 0.1 |
| 0310 | 0120 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 0320 | 0130 | REMOVE CONCRETE ISLAND | 02016 | 115.000 |
115.000 |
$5.000 |
SQYD | 0.0 |
| 0430 | 0140 | SIGNS | 02562 | 100.000 |
100.000 |
$10.000 |
SQFT | 0.0 |
| 0470 | 0150 | MAINTAIN & CONTROL TRAFFIC FD04 067 0015 000-003 | 02650 | 1.000 |
1.000 |
$9,000.000 |
LS | 0.1 |
| 0550 | 0160 | LANE CLOSURE | 02653 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.2 |
| 0640 | 0170 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 0720 | 0180 | TRENCHING | 06427 | 2,460.000 |
2,460.000 |
$2.250 |
LF | 0.1 |
| 0740 | 0190 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 2,460.000 |
2,460.000 |
$0.250 |
LF | 0.0 |
| 0850 | 0200 | CONCRETE MEDIAN | 09142 | 8.000 |
8.000 |
$65.000 |
SQYD | 0.0 |
| 8000 | 8000 | GUARDRAIL END TREATMENT TYPE 1 A074 | 02367 | 0.000 |
5.000 |
$3,400.000 |
EACH | 0.0 |
| 8001 | 8001 | GUARDRAIL-STEEL W BEAM-D FACE A075 | 02352 | 0.000 |
393.750 |
$30.000 |
LF | 0.0 |
| 8003 | 8003 | LOT PAY ADJUSTMENT A076 | 10000NS | 0.000 |
18,800.280 |
$1.000 |
DOLL | 0.0 |
Category Total $152,722.75 |
| SM- Project | X067001506003 | CATEGORY NUMBER | 0003 | CATEGORY Description | ROADWAY | CPES SUBSECTION 11E |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0480 | 0210 | MAINTAIN & CONTROL TRAFFIC FD04 067 0015 B00105N | 02650 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0640 | 0220 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 8004 | 8004 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $18,000.00 |
| SM- Project | X067001506003 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | CPES SUBSECTION 11F |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0870 | 0230 | REMOVE CONCRETE MEDIAN | 02007 | 386.000 |
386.000 |
$40.000 |
SQYD | 0.2 |
| 0900 | 0240 | EXPAN JOINT REPLACE 4 INCH | 03298 | 75.000 |
75.000 |
$500.000 |
LF | 0.5 |
| 0910 | 0250 | ARMORED EDGE FOR CONCRETE | 03299 | 75.000 |
75.000 |
$150.000 |
LF | 0.2 |
| 0920 | 0260 | STEEL REINFORCEMENT | 08150 | 135.000 |
135.000 |
$3.500 |
LB | 0.0 |
| 0940 | 0270 | CONCRETE OVERLAY-LATEX | 08534 | 17.000 |
17.000 |
$1,700.000 |
CUYD | 0.4 |
| 0950 | 0280 | CONC OVERLAY-LOW SLUMP | 08535 | 25.000 |
25.000 |
$0.000 |
CUYD | 0.0 |
| 0960 | 0290 | BLAST CLEANING | 08549 | 386.000 |
386.000 |
$12.000 |
SQYD | 0.1 |
Category Total $98,194.50 |
| SM- Project | X067001506003 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | 0300 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$1,010.100 |
LS | 0.0 |
Category Total $1,010.10 |
| SM- Project | X067001506004 |
| Fed/State Number | FE02 067 0015 B00104N |
| Project Description | WHITESBURG BYPASS (KY15) |
| *********** |
| SM- Project | X067001506004 | CATEGORY NUMBER | 0003 | CATEGORY Description | ROADWAY | CPES SUBSECTION 31C |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0530 | 0070 | MAINTAIN & CONTROL TRAFFIC FE02 067 0015 B00104N | 02650 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0640 | 0080 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
Category Total $13,000.00 |
| SM- Project | X067001506004 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | CPES SUBSECTION 31D |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0900 | 0090 | EXPAN JOINT REPLACE 4 INCH | 03298 | 51.000 |
51.000 |
$500.000 |
LF | 0.4 |
| 0930 | 0100 | STEEL REINF-EPOXY COATED | 08151 | 134.000 |
184.000 |
$4.000 |
LB | 0.0 |
| 0910 | 0110 | ARMORED EDGE FOR CONCRETE | 03299 | 51.000 |
51.000 |
$150.000 |
LF | 0.1 |
| 0880 | 0120 | TRUCK MOUNTED ATTENUATOR | 02654 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
Category Total $36,186.00 |
| SM- Project | X067001506004 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOBILIZATION |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | 0200 | DEMOBILIZATION FE02 DEMOB | 02569 | 1.000 |
1.000 |
$1,010.100 |
LS | 0.0 |
Category Total $1,010.10 |
| SM- Project | X067001506005 |
| Fed/State Number | FD05 067 0015 000-003 |
| Project Description | WHITESBURG BYPASS (KY15) |
| *********** |
| SM- Project | X067001506005 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION 21A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0420 | 0010 | SIGNS | 02562 | 400.000 |
400.000 |
$10.000 |
SQFT | 0.1 |
| 0510 | 0020 | MAINTAIN & CONTROL TRAFFIC FD05 067 0015 000-003 | 02650 | 1.000 |
1.000 |
$36,000.000 |
LS | 0.5 |
| 0640 | 0030 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 0580 | 0040 | MOBILIZATION FOR MILL & TEXT FD05 067 0015 000-003 | 02676 | 1.000 |
1.000 |
$750.000 |
LS | 0.0 |
| 0820 | 0050 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 300.000 |
300.000 |
$5.000 |
EACH | 0.0 |
| 0740 | 0060 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 20,000.000 |
20,000.000 |
$0.250 |
LF | 0.1 |
| 0760 | 0070 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 75,000.000 |
75,000.000 |
$0.250 |
LF | 0.3 |
| 0600 | 0080 | ASPH PAVE MILLING & TEXTURING | 02677 | 265.000 |
265.000 |
$23.970 |
TON | 0.1 |
| 0130 | 0090 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 4,780.000 |
4,780.000 |
$53.230 |
TON | 3.7 |
| 0110 | 0100 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 3,000.000 |
3,000.000 |
$40.380 |
TON | 1.8 |
| 0060 | 0110 | LEVELING & WEDGING PG64-22 | 00190 | 700.000 |
700.000 |
$40.380 |
TON | 0.4 |
| 9001 | 8001 | LOT PAY ADJUSTMENT FD05 SSSC A021 | 10000NS | 0.000 |
35,000.000 |
$1.000 |
DOLL | 0.0 |
| 0330 | 8002 | GUARDRAIL-STEEL W BEAM-S FACE FD05 SSSC A020 | 02351 | 0.000 |
0.000 |
$9.500 |
LF | 0.0 |
| 7001 | 8012 | CRUSHED AGGREGATE SIZE NO 2 FD05 SSSC AO12 | 00078 | 0.000 |
0.000 |
$28.420 |
TON | 0.0 |
| 7005 | 8013 | PAVE MARKING-THERMO STOP BAR-12IN PAINTED FD05 SSSC A013 | 06567 | 0.000 |
0.000 |
$1.100 |
LF | 0.0 |
| 7006 | 8014 | PAINTED ARROW FD05 SSSC A014 | 92259NX | 0.000 |
0.000 |
$75.000 |
EACH | 0.0 |
| 7018 | 8018 | LOT PAY ADJUSTMENT FD05 SSSC A018 | 10000NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 7019 | 8019 | LOT PAY ADJUSTMENT SSSC A019 | 10000NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $484,197.45 |
| SM- Project | X067001506005 | CATEGORY NUMBER | 0002 | CATEGORY Description | DEMOBILIZATION |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | 0200 | DEMOBILIZATION FD05 DEMOB | 02569 | 1.000 |
1.000 |
$7,070.700 |
LS | 0.1 |
Category Total $7,070.70 |
| SM- Project | X067001506103 |
| Fed/State Number | FE02 067 0015 B00103N |
| Project Description | WHITESBURG BYPASS (KY15) |
| *********** |
| SM- Project | X067001506103 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION 31A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0520 | 0010 | MAINTAIN & CONTROL TRAFFIC FE02 067 0015 B00103N | 02650 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0640 | 0020 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 9004 | 8004 | TEMPORARY SIGNAL TRAFFIC SIGNAL SYSTEM 2 BRIDGES SSSC A003 FE01 | 04935 | 0.000 |
0.000 |
$11,594.400 |
LS | 0.0 |
| 8005 | 8005 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
600.000 |
$1.000 |
DOLL | 0.0 |
Category Total $13,000.00 |
| SM- Project | X067001506103 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES SUBSECTION 31B |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0900 | 0030 | EXPAN JOINT REPLACE 4 INCH | 03298 | 44.000 |
71.580 |
$500.000 |
LF | 0.3 |
| 0930 | 0040 | STEEL REINF-EPOXY COATED | 08151 | 134.000 |
134.000 |
$4.000 |
LB | 0.0 |
| 0910 | 0050 | ARMORED EDGE FOR CONCRETE | 03299 | 44.000 |
111.580 |
$150.000 |
LF | 0.1 |
| 0880 | 0060 | TRUCK MOUNTED ATTENUATOR | 02654 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
Category Total $31,636.00 |
| SM- Project | X067001506103 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATON |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | 0070 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$0.000 |
LS | 0.0 |
Category Total $0.00 |
| SM- Project | X067011906001 |
| Fed/State Number | FD04 067 0119 017-028 |
| Project Description | WHITESBURG-JENKINS ROAD (US119) |
| *********** |
| SM- Project | X067011906001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION 11A |
| Prop Bid LN | PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0410 | 0001 | SIGNS | 02562 | 650.000 |
1,152.000 |
$10.000 |
SQFT | 0.1 |
| 0490 | 0002 | MAINTAIN & CONTROL TRAFFIC FD04 067 0119 017-028 | 02650 | 1.000 |
1.000 |
$235,000.000 |
LS | 3.4 |
| 0540 | 0003 | LANE CLOSURE | 02653 | 8.000 |
8.000 |
$2,000.000 |
EACH | 0.2 |
| 0560 | 0004 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$12,000.000 |
EACH | 0.7 |
| 0630 | 0005 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.1 |
| 0300 | 0006 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 0570 | 0007 | MOBILIZATION FOR MILL & TEXT FD04 067 0119 017-028 | 02676 | 1.000 |
1.000 |
$750.000 |
LS | 0.0 |
| 0330 | 0008 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 25,609.000 |
26,134.000 |
$9.500 |
LF | 3.6 |
| 0340 | 0009 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 44.000 |
44.000 |
$35.000 |
EACH | 0.0 |
| 0360 | 0010 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 9.000 |
9.000 |
$375.000 |
EACH | 0.0 |
| 0400 | 0011 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 47.000 |
47.000 |
$1,400.000 |
EACH | 1.0 |
| 0370 | 0012 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 7.000 |
7.000 |
$650.000 |
EACH | 0.1 |
| 0350 | 0013 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 12.000 |
12.000 |
$600.000 |
EACH | 0.1 |
| 0380 | 0014 | REMOVE GUARDRAIL | 02381 | 25,609.000 |
25,609.000 |
$1.500 |
LF | 0.6 |
| 0390 | 0015 | REMOVE GUARDRAIL | 02381 | 4,731.000 |
4,731.000 |
$1.650 |
LF | 0.1 |
| 0270 | 0016 | REMOVE CURB | 01904 | 1,702.000 |
1,702.000 |
$5.000 |
LF | 0.1 |
| 0150 | 0017 | SLOTTED DRAIN PIPE-15 INCH | 00981 | 1,702.000 |
1,702.000 |
$115.000 |
LF | 2.9 |
| 0230 | 0018 | REMOVE DROP BOX INLET | 01585 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.1 |
| 0220 | 0019 | DROP BOX INLET TYPE 16G | 01581 | 34.000 |
34.000 |
$1,750.000 |
EACH | 0.9 |
| 0260 | 0020 | REMOVE CURB AND GUTTER | 01812 | 6,626.000 |
6,626.000 |
$3.500 |
LF | 0.3 |
| 0810 | 0021 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 1,561.000 |
1,561.000 |
$5.000 |
EACH | 0.1 |
| 0780 | 0022 | PAVEMENT MARKER TYPE V-MW | 06589 | 920.000 |
920.000 |
$31.500 |
EACH | 0.4 |
| 0800 | 0023 | PAVEMENT MARKER TYPE V-BY | 06591 | 998.000 |
998.000 |
$31.500 |
EACH | 0.5 |
| 0790 | 0024 | PAVEMENT MARKER TYPE V-MY | 06590 | 1,353.000 |
1,353.000 |
$31.500 |
EACH | 0.6 |
| 0440 | 0025 | DITCHING AND SHOULDERING | 02575 | 108,504.000 |
108,504.000 |
$2.490 |
LF | 4.0 |
| 0730 | 0026 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 50,000.000 |
50,000.000 |
$0.250 |
LF | 0.2 |
| 0750 | 0027 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 237,006.000 |
588,334.000 |
$0.250 |
LF | 0.9 |
| 0770 | 0028 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | 8,700.000 |
8,700.000 |
$0.950 |
LF | 0.1 |
| 0030 | 0029 | ASPHALT SEAL AGGREGATE | 00100 | 483.000 |
483.000 |
$50.000 |
TON | 0.4 |
| 0040 | 0030 | ASPHALT SEAL COAT | 00103 | 59.000 |
59.000 |
$375.000 |
TON | 0.3 |
| 0610 | 0031 | SAFELOADING | 02690 | 27.000 |
27.000 |
$185.000 |
CUYD | 0.1 |
| 0280 | 0032 | REMOVE CONCRETE MEDIAN | 02007 | 1,570.000 |
1,570.000 |
$10.000 |
SQYD | 0.2 |
| 0450 | 0033 | FABRIC-GEOTEXTILE TYPE III | 02598 | 5,311.000 |
5,311.000 |
$1.850 |
SQYD | 0.1 |
| 0010 | 0034 | CRUSHED STONE BASE | 00003 | 7,680.000 |
10,880.000 |
$17.610 |
TON | 2.0 |
| 0020 | 0035 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 1,992.000 |
1,992.000 |
$22.380 |
TON | 0.7 |
| 0160 | 0036 | PERFORATED PIPE-4 INCH | 01000 | 200.000 |
200.000 |
$8.000 |
LF | 0.0 |
| 0170 | 0037 | NON-PERFORATED PIPE-4 INCH | 01010 | 400.000 |
400.000 |
$12.000 |
LF | 0.1 |
| 0180 | 0038 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0190 | 0039 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0700 | 0040 | SEEDING AND PROTECTION | 05985 | 2,000.000 |
2,000.000 |
$0.750 |
SQYD | 0.0 |
| 0240 | 0041 | SAFETY BOX INLET-18 INCH SDB-1 | 01726 | 13.000 |
13.000 |
$2,200.000 |
EACH | 0.4 |
| 0250 | 0042 | SAFETY BOX INLET-24 INCH SDB-1 | 01727 | 17.000 |
17.000 |
$2,200.000 |
EACH | 0.5 |
| 0200 | 0043 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
5.000 |
$2,890.000 |
EACH | 0.2 |
| 0460 | 0044 | REMOVE HEADWALL | 02625 | 35.000 |
35.000 |
$800.000 |
EACH | 0.4 |
| 0830 | 0045 | CONCRETE-CLASS A | 08100 | 25.000 |
25.000 |
$700.000 |
CUYD | 0.3 |
| 0210 | 0046 | DROP BOX INLET TYPE 12A | 01550 | 5.000 |
5.000 |
$140.000 |
LF | 0.0 |
| 0140 | 0047 | CULVERT PIPE-15 INCH | 00461 | 450.000 |
450.000 |
$38.000 |
LF | 0.3 |
| 0710 | 0048 | TRENCHING | 06427 |