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Item List 111301 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 111301 | Primary Project Number | DE0260NEW10W1 |
| Contract Description | INDUSTRIAL PARK ACCESS ROAD | ||
| Primary County | CLAY | Fed/St Number | NCPD 3000 (873) |
| Vendor ID | 02520 | Vendor Name | ELMO GREER & SONS LLC |
| Bid Amount | $ 19,488,717.85 | ||
| SM- Project | DE0260NEW10W1 |
| Fed/State Number | NCPD 3000 (873) |
| Project Description | INDUSTRIAL PARK ACCESS ROAD |
| *********** |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 1200 | CATEGORY Description | PAVING | ALTERNATE 2 - ALPHALT PAVEMENT WITH GEOGRID |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1201 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 5,451.000 |
5,451.000 |
$59.250 |
TON | 1.7 |
| 1202 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 26,594.000 |
26,594.000 |
$50.000 |
TON | 6.8 |
| 1205 | CRUSHED STONE BASE | 00003 | 120,147.000 |
120,233.000 |
$15.500 |
TON | 9.6 |
| 1206 | LEVELING & WEDGING PG64-22 | 00190 | 250.000 |
250.000 |
$60.500 |
TON | 0.1 |
| 1207 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | 78,607.000 |
78,607.000 |
$3.920 |
SQYD | 1.6 |
| 1208 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 509.000 |
509.000 |
$18.000 |
TON | 0.0 |
| 1209 | ROADWAY EXCAVATION | 02200 | 2,778,951.000 |
2,953,951.000 |
$2.810 |
CUYD | 40.1 |
| 1250 | PAVEMENT ADJUSTMENT | 10203ND | 1.000 |
1.000 |
$452,245.000 |
LS | 2.3 |
| 1260 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 115,228.000 |
115,228.000 |
$1.110 |
SQYD | 0.7 |
| 1297 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 6,946.000 |
7,896.000 |
$52.000 |
TON | 1.9 |
| 1298 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 3,234.000 |
3,610.000 |
$58.000 |
TON | 1.0 |
| 1299 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | 2,138.000 |
2,258.000 |
$78.000 |
TON | 0.9 |
| 8003 | PAVEMENT MARKER TY IVA-BW TEMP | 06587 | 0.000 |
410.000 |
$5.000 |
EACH | 0.0 |
| 8007 | ASPHALT SEAL AGGREGATE | 00100 | 0.000 |
500.000 |
$77.500 |
TON | 0.0 |
| 8008 | EMULSIFIED ASPHALT RS-2 | 00291 | 0.000 |
60.000 |
$810.000 |
TON | 0.0 |
Category Total $12,951,905.08 |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 2000 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2001 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 41,466.000 |
41,466.000 |
$29.920 |
CUYD | 6.4 |
| 2002 | TEMP DITCH | 02159 | 20,241.000 |
20,241.000 |
$0.250 |
LF | 0.0 |
| 2004 | FLOWABLE FILL | 02220 | 1,640.000 |
1,640.000 |
$101.000 |
CUYD | 0.8 |
| 2005 | WATER | 02242 | 9,475.000 |
9,475.000 |
$0.010 |
MGAL | 0.0 |
| 2006 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 2,543.000 |
2,543.000 |
$6.500 |
LF | 0.1 |
| 2007 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 14,738.000 |
14,738.000 |
$16.680 |
LF | 1.3 |
| 2008 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 4.000 |
4.000 |
$800.000 |
EACH | 0.0 |
| 2009 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$2,300.000 |
EACH | 0.0 |
| 2010 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,300.000 |
EACH | 0.0 |
| 2011 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 14.000 |
14.000 |
$810.000 |
EACH | 0.1 |
| 2012 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 80.000 |
80.000 |
$100.000 |
EACH | 0.0 |
| 2013 | WITNESS POST | 02432 | 71.000 |
71.000 |
$50.000 |
EACH | 0.0 |
| 2014 | CHANNEL LINING CLASS II | 02483 | 12,866.000 |
12,366.000 |
$18.950 |
TON | 1.3 |
| 2015 | CHANNEL LINING CLASS III | 02484 | 8,782.000 |
4,782.000 |
$19.000 |
TON | 0.9 |
| 2016 | CLEARING AND GRUBBING (108 ACRES) | 02545 | 1.000 |
1.000 |
$409,000.000 |
LS | 2.1 |
| 2018 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 271,133.000 |
271,133.000 |
$1.600 |
SQYD | 2.2 |
| 2019 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.3 |
| 2020 | TEMP SILT FENCE | 02701 | 20,241.000 |
19,244.500 |
$2.000 |
LF | 0.2 |
| 2021 | SILT TRAP TYPE A | 02703 | 184.000 |
184.000 |
$250.000 |
EACH | 0.2 |
| 2022 | SILT TRAP TYPE B | 02704 | 184.000 |
184.000 |
$150.000 |
EACH | 0.1 |
| 2023 | SILT TRAP TYPE C | 02705 | 184.000 |
184.000 |
$225.000 |
EACH | 0.2 |
| 2024 | CLEAN SILT TRAP TYPE A | 02706 | 1,566.000 |
1,566.000 |
$25.000 |
EACH | 0.2 |
| 2025 | CLEAN SILT TRAP TYPE B | 02707 | 1,566.000 |
1,566.000 |
$25.000 |
EACH | 0.2 |
| 2026 | CLEAN SILT TRAP TYPE C | 02708 | 1,566.000 |
1,566.000 |
$25.000 |
EACH | 0.2 |
| 2027 | CLEAN TEMP SILT FENCE | 02709 | 182,169.000 |
182,169.000 |
$0.010 |
LF | 0.0 |
| 2028 | EROSION CONTROL BLANKET | 05950 | 9,423.000 |
9,423.000 |
$1.250 |
SQYD | 0.1 |
| 2029 | TEMP MULCH | 05952 | 884,848.000 |
884,848.000 |
$0.180 |
SQYD | 0.8 |
| 2030 | TEMP SEEDING AND PROTECTION | 05953 | 443,565.000 |
443,565.000 |
$0.220 |
SQYD | 0.5 |
| 2031 | TOPDRESSING FERTILIZER | 05966 | 17.000 |
17.000 |
$700.000 |
TON | 0.1 |
| 2032 | SEEDING AND PROTECTION | 05985 | 106,286.000 |
106,286.000 |
$0.370 |
SQYD | 0.2 |
| 2033 | DELINEATOR FOR BARRIER-WHITE | 01984 | 54.000 |
54.000 |
$8.000 |
EACH | 0.0 |
| 2034 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$250.000 |
EACH | 0.0 |
| 2035 | SIGNS | 02562 | 349.000 |
349.000 |
$15.000 |
SQFT | 0.0 |
| 2036 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 2037 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 2038 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 4,075.000 |
4,075.000 |
$10.000 |
LF | 0.2 |
| 2039 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | 46,740.000 |
46,740.000 |
$0.250 |
LF | 0.1 |
| 2040 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 195.000 |
195.000 |
$5.000 |
EACH | 0.0 |
| 2041 | RELOCATE TEMP CONC BARRIER | 02003 | 3,895.000 |
3,895.000 |
$1.000 |
LF | 0.0 |
| 2042 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 11,685.000 |
11,685.000 |
$1.250 |
LF | 0.1 |
| 2043 | STAKING | 02726 | 1.000 |
1.000 |
$125,000.000 |
LS | 0.6 |
| 2044 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 24,732.000 |
24,732.000 |
$2.000 |
SQYD | 0.3 |
| 2047 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | 9,588.000 |
9,588.000 |
$0.300 |
LF | 0.0 |
| 2048 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | 6,650.000 |
6,650.000 |
$0.300 |
LF | 0.0 |
| 2049 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 66,168.000 |
66,168.000 |
$0.130 |
LF | 0.0 |
| 2050 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 98.000 |
98.000 |
$3.000 |
EACH | 0.0 |
| 2051 | ISLAND HEADER CURB TYPE 2 | 01891 | 50.000 |
50.000 |
$29.500 |
LF | 0.0 |
| 2052 | REMOVE GUARDRAIL | 02381 | 4,396.000 |
4,396.000 |
$1.500 |
LF | 0.0 |
| 2053 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | 7,369.000 |
7,369.000 |
$4.500 |
LF | 0.2 |
| 2054 | PIPELINE VIDEO INSPECTION | 23131ER701 | 2,598.000 |
2,598.000 |
$5.000 |
LF | 0.1 |
| 2055 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 2056 | PAVE STRIPING REMOVAL-6 IN | 06531 | 16,770.000 |
16,770.000 |
$0.600 |
LF | 0.1 |
| 2057 | COHESIVE PILE CORE | 20210EP69 | 20.000 |
20.000 |
$50.000 |
CUYD | 0.0 |
| 2059 | BORE AND JACK PIPE | 21661ES706 | 452.000 |
497.000 |
$600.000 |
LF | 1.4 |
| 2060 | PAVEMENT MARKER TYPE V-MW | 06589 | 50.000 |
50.000 |
$24.500 |
EACH | 0.0 |
| 2061 | PAVEMENT MARKER TYPE V-BY | 06591 | 180.000 |
180.000 |
$24.500 |
EACH | 0.0 |
| 2062 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 33,735.000 |
33,735.000 |
$0.500 |
SQFT | 0.1 |
| 2063 | GRANULAR EMBANKMENT | 02223 | 2,915.000 |
2,915.000 |
$30.000 |
CUYD | 0.4 |
| 2098 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$3,800.000 |
LS | 0.0 |
| 2099 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 270.000 |
270.000 |
$16.350 |
TON | 0.0 |
| 8000 | NON-SPEC MATERIAL - | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
150,000.000 |
$1.000 |
DOLL | 0.0 |
| 8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
150,000.000 |
$1.000 |
DOLL | 0.0 |
| 8006 | CHANNEL LINING CLASS IV | 02488 | 0.000 |
3,000.000 |
$13.000 |
CUYD | 0.0 |
| 8009 | TRENCHING 12-FEET WIDTH | 06427 | 0.000 |
1,120.000 |
$10.370 |
LF | 0.0 |
| 8010 | REMOVE & RESET GUARDRAIL with 7-FOOT STEEL POSTS | 02383 | 0.000 |
2,000.000 |
$14.800 |
LF | 0.0 |
| 8011 | PAVE MARKING-THERMO MERGE ARROW | 06578 | 0.000 |
15.000 |
$500.500 |
EACH | 0.0 |
| 8012 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 0.000 |
325.000 |
$10.000 |
LF | 0.0 |
| 8013 | PAVE MARKING-THERMO CURV ARROW | 06574 | 0.000 |
22.000 |
$125.000 |
EACH | 0.0 |
| 8014 | PAVE MARKING-THERMO COMB ARROW | 06575 | 0.000 |
4.000 |
$200.000 |
EACH | 0.0 |
| 8015 | OVERHAUL | 10300NX | 0.000 |
7,750.000 |
$1.000 |
DOLL | 0.0 |
Category Total $4,363,061.75 |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 3000 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3001 | CULVERT PIPE-18 IN | 00462 | 607.000 |
607.000 |
$43.000 |
LF | 0.1 |
| 3002 | CULVERT PIPE-24 IN | 00464 | 481.000 |
481.000 |
$52.000 |
LF | 0.1 |
| 3003 | CULVERT PIPE-30 IN | 00466 | 1,114.000 |
1,114.000 |
$65.000 |
LF | 0.4 |
| 3004 | CULVERT PIPE-36 IN | 00468 | 1,103.000 |
1,103.000 |
$74.000 |
LF | 0.4 |
| 3005 | CULVERT PIPE-48 IN | 00470 | 95.000 |
95.000 |
$0.010 |
LF | 0.0 |
| 3006 | CULVERT PIPE-54 IN | 00471 | 848.000 |
848.000 |
$173.000 |
LF | 0.8 |
| 3007 | CULVERT PIPE-60 IN | 00472 | 188.000 |
188.000 |
$152.000 |
LF | 0.1 |
| 3008 | STORM SEWER PIPE-18 IN | 00522 | 149.000 |
149.000 |
$40.000 |
LF | 0.0 |
| 3009 | STORM SEWER PIPE-36 IN | 00528 | 154.000 |
154.000 |
$70.000 |
LF | 0.1 |
| 3010 | STORM SEWER PIPE-42 IN | 00529 | 287.000 |
287.000 |
$92.000 |
LF | 0.1 |
| 3012 | STORM SEWER PIPE-48 IN | 00530 | 169.000 |
169.000 |
$0.010 |
LF | 0.0 |
| 3014 | S & F BOX INLET-OUTLET-24 IN | 01451 | 2.000 |
2.000 |
$2,325.000 |
EACH | 0.0 |
| 3015 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$3,050.000 |
EACH | 0.0 |
| 3016 | S & F BOX INLET-OUTLET-36 IN | 01453 | 5.000 |
5.000 |
$5,000.000 |
EACH | 0.1 |
| 3017 | MODIFIED ENDWALL TY U-42 IN | 23057NN | 1.000 |
1.000 |
$4,750.000 |
EACH | 0.0 |
| 3018 | MODIFIED ENDWALL TY U-48 IN | 23058NN | 1.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 3019 | PERFORATED PIPE-4 IN | 01000 | 18,556.000 |
18,556.000 |
$3.150 |
LF | 0.3 |
| 3020 | NON-PERFORATED PIPE-4 IN | 01010 | 2,221.000 |
2,221.000 |
$9.000 |
LF | 0.1 |
| 3021 | NON-PERFORATED PIPE-8 IN | 01012 | 2,665.000 |
2,665.000 |
$12.000 |
LF | 0.2 |
| 3022 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 34.000 |
34.000 |
$368.000 |
EACH | 0.1 |
| 3023 | PERF PIPE HEADWALL TY 4-8 IN | 01034 | 3.000 |
3.000 |
$396.000 |
EACH | 0.0 |
| 3024 | DROP BOX INLET TYPE 1 | 01490 | 15.000 |
15.000 |
$2,600.000 |
EACH | 0.2 |
| 3025 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$2,730.000 |
EACH | 0.0 |
| 3026 | DROP BOX INLET TYPE 7 | 01538 | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 3027 | JUNCTION BOX-18 IN | 01642 | 1.000 |
1.000 |
$1,280.000 |
EACH | 0.0 |
| 3028 | JUNCTION BOX-24 IN | 01643 | 1.000 |
1.000 |
$1,280.000 |
EACH | 0.0 |
| 3029 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$3,350.000 |
EACH | 0.0 |
| 3030 | CONCRETE-CLASS A | 08100 | 80.880 |
80.880 |
$950.000 |
CUYD | 0.4 |
| 3031 | STEEL REINFORCEMENT | 08150 | 4,972.500 |
4,972.500 |
$1.300 |
LB | 0.0 |
| 3032 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 57.000 |
57.000 |
$35.000 |
TON | 0.0 |
| 3033 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 18.000 |
33.000 |
$390.000 |
EACH | 0.0 |
| 3034 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 2.000 |
2.000 |
$405.000 |
EACH | 0.0 |
| 8001 | PERFORATED PIPE-4 IN Emb Benches - Geotech note 14 | 01000 | 0.000 |
3,500.000 |
$20.000 |
LF | 0.0 |
| 8002 | NON-PERFORATED PIPE-4 IN Emb Benches - Geotech Note 14 | 01010 | 0.000 |
2,000.000 |
$18.000 |
LF | 0.0 |
Category Total $735,407.29 |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 4100 | CATEGORY Description | BRIDGE | DRAWING 26191 - OVER HAYES FORK |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4101 | CONCRETE-CLASS A | 08100 | 512.100 |
512.100 |
$375.000 |
CUYD | 1.0 |
| 4102 | STEEL REINFORCEMENT | 08150 | 83,198.000 |
83,198.000 |
$1.000 |
LB | 0.4 |
| 4103 | FOUNDATION PREPARATION 26191 | 08003 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.1 |
| 4104 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 192.000 |
192.000 |
$45.000 |
CUYD | 0.0 |
| 4105 | REMOVE HEADWALL | 02625 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
Category Total $298,375.50 |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 4200 | CATEGORY Description | BRIDGE | DRAWING 26190 - OVER PLEAS BOWLING BRANCH |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4201 | CONCRETE-CLASS A | 08100 | 240.400 |
240.400 |
$375.000 |
CUYD | 0.5 |
| 4202 | STEEL REINFORCEMENT | 08150 | 31,814.000 |
31,814.000 |
$1.000 |
LB | 0.2 |
| 4203 | FOUNDATION PREPARATION 26190 | 08003 | 1.000 |
1.000 |
$27,500.000 |
LS | 0.1 |
Category Total $149,464.00 |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 4300 | CATEGORY Description | BRIDGE | DRAWING 26189 - OVER RELOCATED HECTOR BRANCH |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 4301 | CONCRETE-CLASS A | 08100 | 30.000 |
30.000 |
$375.000 |
CUYD | 0.1 |
| 4302 | CONCRETE-CLASS AA | 08104 | 86.800 |
86.800 |
$440.000 |
CUYD | 0.2 |
| 4303 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 14,057.000 |
14,057.000 |
$1.000 |
LB | 0.1 |
| 4304 | PRECAST PC BOX BEAM SB21 | 08669 | 351.000 |
351.000 |
$235.000 |
LF | 0.4 |
| 4305 | ARMORED EDGE FOR CONCRETE | 03299 | 80.000 |
80.000 |
$100.000 |
LF | 0.0 |
| 4306 | CYCLOPEAN STONE RIP RAP | 08019 | 556.000 |
556.000 |
$32.000 |
TON | 0.1 |
| 4307 | STRUCTURE GRANULAR BACKFILL | 02231 | 88.000 |
88.000 |
$43.000 |
CUYD | 0.0 |
| 4308 | MASONRY COATING | 02998 | 220.000 |
220.000 |
$12.000 |
SQYD | 0.0 |
| 4309 | PILES-STEEL HP12X53 | 08046 | 158.000 |
158.000 |
$71.000 |
LF | 0.1 |
| 4310 | TEST PILES | 08033 | 32.000 |
32.000 |
$71.000 |
LF | 0.0 |
| 4311 | PRE-DRILLING FOR PILES | 08039 | 91.000 |
91.000 |
$95.000 |
LF | 0.0 |
| 4312 | RAIL SYSTEM TYPE III | 21532ED | 120.000 |
120.000 |
$125.000 |
LF | 0.1 |
| 4313 | PILE POINTS-12 IN | 08094 | 12.000 |
12.000 |
$100.000 |
EACH | 0.0 |
Category Total $216,535.00 |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 5000 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 5001 | TRAINEE PAYMENT REIMBURSEMENT 2 ARTICULATING OFF ROAD TRUCK DRIVERS | 02742 | 3,200.000 |
3,200.000 |
$1.000 |
HOUR | 0.0 |
Category Total $3,200.00 |
| SM- Project | DE0260NEW10W1 | CATEGORY NUMBER | 9000 | CATEGORY Description | MOBILIZATION / DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8016 | MOBILIZATION SLIDE REMOVAL - LEFT STATION 124+00 | 02568 | 0.000 |
1.000 |
$1,993.000 |
LS | 0.0 |
| 9001 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$490,000.000 |
LS | 2.5 |
| 9002 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$280,769.230 |
LS | 1.4 |
Category Total $770,769.23 |