|
Item List 231011 |
Date:09/27/2024 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 231011 | Primary Project Number | DE09700802311 |
| Contract Description | HAZARD-HYDEN ROAD(KY-80) | ||
| Primary County | PERRY | Fed/St Number | STP 5271 (045) |
| Vendor ID | 01218 | Vendor Name | FREDERICK & MAY CONSTRUCTION CO |
| Bid Amount | $ 6,559,795.68 | ||
| SM- Project | DE09700802311 |
| Fed/State Number | STP 5271 (045) |
| Project Description | HAZARD-HYDEN ROAD(KY-80) |
| *********** |
| SM- Project | DE09700802311 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | DGA BASE | 00001 | 6,431.000 |
6,431.000 |
$50.380 |
TON | 4.9 |
| 0010 | TRAFFIC BOUND BASE | 00020 | 200.000 |
200.000 |
$42.000 |
TON | 0.1 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 76.200 |
76.200 |
$255.750 |
TON | 0.3 |
| 0020 | ASPHALT SEAL COAT | 00103 | 9.200 |
9.200 |
$1,280.310 |
TON | 0.2 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 317.300 |
317.300 |
$198.750 |
TON | 1.0 |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 6,427.000 |
6,427.000 |
$175.050 |
TON | 17.2 |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,120.000 |
1,120.000 |
$198.750 |
TON | 3.4 |
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | 6.100 |
6.100 |
$10.000 |
TON | 0.0 |
| 0045 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 186.000 |
186.000 |
$140.000 |
SQYD | 0.4 |
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 95.000 |
95.000 |
$85.000 |
TON | 0.1 |
Category Total $1,808,546.50 |
| SM- Project | DE09700802311 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 200.000 |
200.000 |
$42.000 |
TON | 0.1 |
| 0060 | PERFORATED PIPE-4 IN | 01000 | 560.000 |
560.000 |
$8.000 |
LF | 0.1 |
| 0065 | NON-PERFORATED PIPE-4 IN | 01010 | 200.000 |
200.000 |
$8.000 |
LF | 0.0 |
| 0070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 13.000 |
13.000 |
$625.000 |
EACH | 0.1 |
| 0075 | REMOVE PIPE | 01310 | 117.000 |
117.000 |
$40.000 |
LF | 0.1 |
| 0080 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 71.000 |
71.000 |
$12.000 |
EACH | 0.0 |
| 0085 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 31.000 |
31.000 |
$14.000 |
EACH | 0.0 |
| 0090 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$100.000 |
EACH | 0.0 |
| 0095 | REMOVE PAVEMENT | 02091 | 790.000 |
790.000 |
$8.000 |
SQYD | 0.1 |
| 0100 | TEMP DITCH | 02159 | 2,417.000 |
2,417.000 |
$0.100 |
LF | 0.0 |
| 0105 | CLEAN TEMP DITCH | 02160 | 2,417.000 |
2,417.000 |
$0.010 |
LF | 0.0 |
| 0110 | ROADWAY EXCAVATION | 02200 | 93,302.100 |
102,223.100 |
$17.500 |
CUYD | 24.9 |
| 0115 | GRANULAR EMBANKMENT | 02223 | 812.000 |
812.000 |
$65.000 |
CUYD | 0.8 |
| 0120 | DITCHING | 02237 | 2,125.000 |
2,125.000 |
$4.000 |
LF | 0.1 |
| 0125 | WATER | 02242 | 200.000 |
200.000 |
$1.000 |
MGAL | 0.0 |
| 0130 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | 1.000 |
1.000 |
$6,500.000 |
EACH | 0.1 |
| 0135 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$100.000 |
EACH | 0.0 |
| 0140 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$4,100.000 |
EACH | 0.1 |
| 0145 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 6.000 |
6.000 |
$1,500.000 |
EACH | 0.1 |
| 0150 | REMOVE GUARDRAIL | 02381 | 1,812.500 |
1,812.500 |
$4.000 |
LF | 0.1 |
| 0155 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$4,200.000 |
EACH | 0.1 |
| 0160 | TEMP GUARDRAIL | 02397 | 675.000 |
675.000 |
$22.500 |
LF | 0.2 |
| 0165 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$1,250.000 |
EACH | 0.0 |
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 59.000 |
59.000 |
$175.000 |
EACH | 0.2 |
| 0175 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 2.000 |
2.000 |
$175.000 |
EACH | 0.0 |
| 0180 | WITNESS R/W MONUMENT TYPE 2 | 02431 | 17.000 |
17.000 |
$175.000 |
EACH | 0.0 |
| 0185 | WITNESS POST | 02432 | 12.000 |
12.000 |
$175.000 |
EACH | 0.0 |
| 0190 | PLUG WATER WELL | 02475 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0195 | CHANNEL LINING CLASS II | 02483 | 153.000 |
153.000 |
$44.000 |
TON | 0.1 |
| 0200 | CHANNEL LINING CLASS III | 02484 | 960.000 |
960.000 |
$44.000 |
TON | 0.6 |
| 0205 | CLEARING AND GRUBBING 14 ACRES | 02545 | 1.000 |
1.000 |
$81,000.000 |
LS | 1.2 |
| 0210 | TEMPORARY SIGNS | 02562 | 777.000 |
777.000 |
$19.000 |
SQFT | 0.2 |
| 0215 | EDGE KEY | 02585 | 243.000 |
243.000 |
$41.700 |
LF | 0.2 |
| 0220 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 975.000 |
975.000 |
$2.750 |
SQYD | 0.0 |
| 0225 | RETAINING WALL-GABION | 02610 | 50.000 |
50.000 |
$400.000 |
CUYD | 0.3 |
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$200,000.000 |
LS | 3.0 |
| 0235 | DIVERSIONS (BY-PASS DETOURS) SITE 2 STA. 201+60.50 | 02651 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.5 |
| 0240 | DIVERSIONS (BY-PASS DETOURS) SITE 4 STA 405+00 | 02651 | 1.000 |
1.000 |
$150,000.000 |
LS | 2.3 |
| 0245 | DIVERSIONS (BY-PASS DETOURS) SITE 4 STA. 400+00 | 02651 | 1.000 |
1.000 |
$60,000.000 |
LS | 0.9 |
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
1.000 |
$14,000.000 |
EACH | 0.4 |
| 0255 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$4,500.000 |
LS | 0.1 |
| 0260 | SAFELOADING | 02690 | 31.000 |
31.000 |
$500.000 |
CUYD | 0.2 |
| 0265 | EDGELINE RUMBLE STRIPS | 02697 | 7,700.000 |
7,700.000 |
$0.960 |
LF | 0.1 |
| 0270 | TEMP SILT FENCE | 02701 | 3,650.000 |
3,650.000 |
$2.000 |
LF | 0.1 |
| 0275 | SILT TRAP TYPE A | 02703 | 13.000 |
13.000 |
$50.000 |
EACH | 0.0 |
| 0280 | SILT TRAP TYPE B | 02704 | 13.000 |
13.000 |
$50.000 |
EACH | 0.0 |
| 0285 | SILT TRAP TYPE C | 02705 | 13.000 |
13.000 |
$50.000 |
EACH | 0.0 |
| 0290 | CLEAN SILT TRAP TYPE A | 02706 | 39.000 |
39.000 |
$10.000 |
EACH | 0.0 |
| 0295 | CLEAN SILT TRAP TYPE B | 02707 | 39.000 |
39.000 |
$10.000 |
EACH | 0.0 |
| 0300 | CLEAN SILT TRAP TYPE C | 02708 | 39.000 |
39.000 |
$10.000 |
EACH | 0.0 |
| 0305 | STAKING | 02726 | 1.000 |
1.000 |
$22,500.000 |
LS | 0.3 |
| 0310 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.4 |
| 0315 | RELOCATE CRASH CUSHION | 02898 | 4.000 |
4.000 |
$3,800.000 |
EACH | 0.2 |
| 0320 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 1,425.000 |
1,425.000 |
$70.000 |
LF | 1.5 |
| 0325 | TEMP SIGNAL MULTI PHASE | 04934 | 1.000 |
1.000 |
$45,000.000 |
EACH | 0.7 |
| 0330 | EROSION CONTROL BLANKET | 05950 | 22,184.000 |
22,184.000 |
$1.800 |
SQYD | 0.6 |
| 0335 | TEMP MULCH | 05952 | 60,370.000 |
60,370.000 |
$0.300 |
SQYD | 0.3 |
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | 60,370.000 |
60,370.000 |
$0.320 |
SQYD | 0.3 |
| 0345 | INITIAL FERTILIZER | 05963 | 1.300 |
1.300 |
$1,500.000 |
TON | 0.0 |
| 0350 | MAINTENANCE FERTILIZER | 05964 | 1.400 |
1.400 |
$1,500.000 |
TON | 0.0 |
| 0355 | SEEDING AND PROTECTION | 05985 | 24,283.000 |
24,283.000 |
$0.550 |
SQYD | 0.2 |
| 0360 | AGRICULTURAL LIMESTONE | 05992 | 15.200 |
15.200 |
$95.000 |
TON | 0.0 |
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 20,700.000 |
20,700.000 |
$0.220 |
LF | 0.1 |
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 13,800.000 |
13,800.000 |
$0.220 |
LF | 0.0 |
| 0375 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 120.000 |
120.000 |
$9.750 |
LF | 0.0 |
| 0380 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | 4.000 |
4.000 |
$6,000.000 |
EACH | 0.4 |
| 0385 | FUEL ADJUSTMENT | 10020NS | 32,118.000 |
32,118.000 |
$1.000 |
DOLL | 0.5 |
| 0390 | ASPHALT ADJUSTMENT | 10030NS | 34,017.000 |
34,017.000 |
$1.000 |
DOLL | 0.5 |
| 0395 | JOINT ADHESIVE | 20071EC | 3,650.000 |
3,650.000 |
$6.100 |
LF | 0.3 |
| 0400 | TEMPORARY PIPE | 20166ES810 | 180.000 |
180.000 |
$93.000 |
LF | 0.3 |
| 0405 | OBJECT MARKER TY 3 | 20191ED | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 0410 | SAWCUT PAVEMENT | 20550ND | 442.000 |
442.000 |
$5.000 |
LF | 0.0 |
| 0415 | LONGITUDINAL EDGE KEY | 21289ED | 248.000 |
248.000 |
$41.700 |
LF | 0.2 |
| 0420 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 2,462.500 |
2,462.500 |
$38.800 |
LF | 1.5 |
| 0425 | GROUT | 23911EC | 44.000 |
44.000 |
$600.000 |
CUYD | 0.4 |
| 0430 | BARCODE SIGN INVENTORY | 24631EC | 90.000 |
90.000 |
$50.000 |
EACH | 0.1 |
| 0435 | OBJECT MARKER TYPE 1 | 24640ED | 4.000 |
4.000 |
$500.000 |
EACH | 0.0 |
| 0440 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$7,500.000 |
LS | 0.1 |
| 8000 | COST PLUS WORK Waste Site 3 Haul Road Slope stabilization | 10080NSD | 0.000 |
27,318.170 |
$1.000 |
DOLL | 0.0 |
Category Total $3,070,979.32 |
| SM- Project | DE09700802311 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0445 | ENTRANCE PIPE-15 IN | 00440 | 108.000 |
108.000 |
$65.000 |
LF | 0.1 |
| 0450 | ENTRANCE PIPE-18 IN | 00441 | 70.000 |
70.000 |
$68.000 |
LF | 0.1 |
| 0455 | ENTRANCE PIPE-24 IN | 00443 | 68.000 |
68.000 |
$75.000 |
LF | 0.1 |
| 0460 | CULVERT PIPE-12 IN | 00460 | 37.100 |
37.100 |
$66.000 |
LF | 0.0 |
| 0465 | CULVERT PIPE-18 IN | 00462 | 142.000 |
142.000 |
$74.000 |
LF | 0.2 |
| 0470 | CULVERT PIPE-24 IN | 00464 | 222.000 |
222.000 |
$80.000 |
LF | 0.3 |
| 0475 | CULVERT PIPE-36 IN | 00468 | 66.700 |
66.700 |
$156.000 |
LF | 0.2 |
| 0480 | CULVERT PIPE-42 IN EQUIV | 00498 | 26.100 |
26.100 |
$282.000 |
LF | 0.1 |
| 0485 | PIPE CULVERT HEADWALL-12 IN | 01200 | 1.000 |
1.000 |
$1,680.000 |
EACH | 0.0 |
| 0490 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$1,700.000 |
EACH | 0.0 |
| 0495 | PIPE CULVERT HEADWALL-24 IN | 01208 | 5.000 |
5.000 |
$1,770.000 |
EACH | 0.1 |
| 0500 | PIPE CULVERT HEADWALL-36 IN | 01212 | 1.000 |
1.000 |
$2,250.000 |
EACH | 0.0 |
| 0505 | PIPE CULVERT HEADWALL-42 IN EQUIV | 01215 | 1.000 |
1.000 |
$6,800.000 |
EACH | 0.1 |
| 0510 | METAL END SECTION TY 1-15 IN | 01370 | 2.000 |
2.000 |
$2,475.000 |
EACH | 0.1 |
| 0515 | METAL END SECTION TY 1-18 IN | 01371 | 1.000 |
1.000 |
$3,465.000 |
EACH | 0.1 |
| 0520 | S & F BOX INLET-OUTLET-24 IN | 01451 | 5.000 |
5.000 |
$2,800.000 |
EACH | 0.2 |
| 0525 | S & F BOX INLET-OUTLET-36 IN | 01453 | 1.000 |
1.000 |
$6,750.000 |
EACH | 0.1 |
| 0530 | DROP BOX INLET TYPE 1 | 01490 | 4.000 |
4.000 |
$4,000.000 |
EACH | 0.2 |
| 0535 | DROP BOX INLET TYPE 6A | 01521 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.1 |
| 0540 | JUNCTION BOX-42 IN | 01646 | 1.000 |
1.000 |
$6,500.000 |
EACH | 0.1 |
| 0545 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 1,371.000 |
1,371.000 |
$2.000 |
SQYD | 0.0 |
| 0550 | TRENCH DRAIN | 22766ED | 330.000 |
330.000 |
$375.000 |
LF | 1.9 |
| 8001 | MODIFY EXISTING DRAINAGE BOX RT STA 400+00 | 21583NN | 0.000 |
1.000 |
$5,500.000 |
EACH | 0.0 |
Category Total $270,799.00 |
| SM- Project | DE09700802311 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE- CULVERT |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0555 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 42.000 |
42.000 |
$100.000 |
CUYD | 0.1 |
| 0560 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$35,000.000 |
LS | 0.5 |
| 0565 | CONCRETE-CLASS A | 08100 | 131.900 |
131.900 |
$1,085.000 |
CUYD | 2.2 |
| 0570 | STEEL REINFORCEMENT | 08150 | 18,828.000 |
18,828.000 |
$1.770 |
LB | 0.5 |
Category Total $215,637.06 |
| SM- Project | DE09700802311 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0575 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 336.000 |
336.000 |
$40.000 |
SQFT | 0.2 |
| 0580 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 275.000 |
275.000 |
$40.000 |
SQFT | 0.2 |
| 0585 | STEEL POST TYPE 2 | 06411 | 910.000 |
910.000 |
$30.000 |
LF | 0.4 |
Category Total $51,740.00 |
| SM- Project | DE09700802311 | CATEGORY NUMBER | 0006 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0590 | W AIR RELEASE VALVE 3/4 INCH | 14001 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0595 | W CAP EXISTING MAIN | 14003 | 6.000 |
6.000 |
$2,800.000 |
EACH | 0.3 |
| 0600 | W DIRECTIONAL BORE | 14004 | 166.000 |
166.000 |
$240.000 |
LF | 0.6 |
| 0605 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | 80.000 |
80.000 |
$360.000 |
LF | 0.4 |
| 0610 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | 15.000 |
15.000 |
$220.000 |
LF | 0.1 |
| 0615 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | 120.000 |
120.000 |
$376.000 |
LF | 0.7 |
| 0620 | W FIRE HYDRANT ASSEMBLY | 14019 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.2 |
| 0625 | W FIRE HYDRANT REMOVE | 14021 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 0630 | W FLUSH HYDRANT ASSEMBLY | 14022 | 7.000 |
7.000 |
$3,200.000 |
EACH | 0.3 |
| 0635 | W METER VAULT | 14031 | 2.000 |
2.000 |
$19,500.000 |
EACH | 0.6 |
| 0640 | W PIPE DUCTILE IRON 06 INCH | 14036 | 953.000 |
953.000 |
$98.000 |
LF | 1.4 |
| 0645 | W PIPE DUCTILE IRON 08 INCH | 14037 | 81.000 |
81.000 |
$155.000 |
LF | 0.2 |
| 0650 | W PIPE DUCTILE IRON 10 INCH | 14038 | 724.000 |
724.000 |
$135.000 |
LF | 1.5 |
| 0655 | W PIPE DUCTILE IRON 12 INCH | 14039 | 332.000 |
332.000 |
$165.000 |
LF | 0.8 |
| 0660 | W PIPE PVC 06 INCH | 14059 | 16.000 |
16.000 |
$124.000 |
LF | 0.0 |
| 0665 | W PIPE PVC 10 INCH | 14061 | 860.000 |
860.000 |
$95.000 |
LF | 1.2 |
| 0670 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.2 |
| 0675 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0680 | W STRUCTURE REMOVAL | 14088 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0685 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 2.000 |
2.000 |
$6,200.000 |
EACH | 0.2 |
| 0690 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | 3.000 |
3.000 |
$17,000.000 |
EACH | 0.8 |
| 0695 | W TIE-IN 06 INCH | 14094 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.1 |
| 0700 | W TIE-IN 08 INCH | 14095 | 4.000 |
4.000 |
$4,200.000 |
EACH | 0.3 |
| 0705 | W TIE-IN 10 INCH | 14096 | 1.000 |
1.000 |
$5,500.000 |
EACH | 0.1 |
| 0710 | W VALVE 03 INCH | 14103 | 7.000 |
7.000 |
$1,800.000 |
EACH | 0.2 |
| 0715 | W VALVE 06 INCH | 14105 | 3.000 |
3.000 |
$2,600.000 |
EACH | 0.1 |
| 0720 | W VALVE 08 INCH | 14106 | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.1 |
| 0725 | W VALVE 10 INCH | 14107 | 4.000 |
4.000 |
$4,600.000 |
EACH | 0.3 |
| 0730 | W VALVE 12 INCH | 14108 | 4.000 |
4.000 |
$6,000.000 |
EACH | 0.4 |
| 0735 | W VALVE BOX ADJUST | 14113 | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 0740 | W METER WITH PRV 3/4 INCH | 14130 | 2.000 |
2.000 |
$1,804.000 |
EACH | 0.1 |
| 0745 | W LINE MARKER | 14144 | 21.000 |
21.000 |
$80.000 |
EACH | 0.0 |
| 0750 | W LEAK DETECTION METER RIVER TEST STA. | 14153 | 1.000 |
1.000 |
$4,800.000 |
EACH | 0.1 |
Category Total $745,101.00 |
| SM- Project | DE09700802311 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0755 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$300,050.000 |
LS | 4.6 |
| 0760 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$96,942.790 |
LS | 1.5 |
Category Total $396,992.79 |