|
Item List 211003 |
Date:05/16/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 211003 | Primary Project Number | DE0760NEW2103 |
| Contract Description | BEREA BYPASS(NEW ROUTE) | ||
| Primary County | MADISON | Fed/St Number | FD04 SPP 076 NEW ROUTE |
| Vendor ID | 00135 | Vendor Name | THE ALLEN COMPANY INC |
| Bid Amount | $ 20,777,172.14 | ||
| SM- Project | DE0760NEW2103 |
| Fed/State Number | FD04 SPP 076 NEW ROUTE |
| Project Description | BEREA BYPASS(NEW ROUTE) |
| *********** |
| SM- Project | DE0760NEW2103 | 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 | 89,860.000 |
91,226.000 |
$18.450 |
TON | 8.0 |
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 11,883.000 |
12,487.000 |
$57.500 |
TON | 3.3 |
| 0015 | TRAFFIC BOUND BASE | 00020 | 174.000 |
174.000 |
$18.450 |
TON | 0.0 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 65,111.000 |
65,111.000 |
$17.750 |
TON | 5.6 |
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | 269.000 |
269.000 |
$90.000 |
TON | 0.1 |
| 0030 | ASPHALT SEAL COAT | 00103 | 32.000 |
32.000 |
$875.000 |
TON | 0.1 |
| 0035 | LEVELING & WEDGING PG64-22 (REVISED: 1-27-21) | 00190 | 256.000 |
372.000 |
$85.000 |
TON | 0.1 |
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 9,425.000 |
9,425.000 |
$73.150 |
TON | 3.3 |
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 22,587.000 |
23,708.000 |
$69.350 |
TON | 7.5 |
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 4,857.000 |
4,857.000 |
$74.800 |
TON | 1.7 |
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 2,792.000 |
2,868.000 |
$85.050 |
TON | 1.1 |
| 0060 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 5,338.000 |
5,587.000 |
$86.000 |
TON | 2.2 |
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | 106.000 |
106.000 |
$700.000 |
TON | 0.4 |
| 0070 | ASPHALT CURING SEAL | 00358 | 59.000 |
61.580 |
$700.000 |
TON | 0.2 |
| 0075 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 5,115.000 |
5,115.000 |
$86.000 |
TON | 2.1 |
| 0080 | PCC BASE-6 IN | 02061 | 41.000 |
41.000 |
$65.000 |
SQYD | 0.0 |
| 0085 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 94.000 |
106.000 |
$85.000 |
SQYD | 0.0 |
| 0095 | SAND FOR BLOTTER | 02702 | 147.000 |
153.450 |
$38.500 |
TON | 0.0 |
| 1150 | SUBGRADE REINFORCEMENT (ADDED: 1-20-21) | 24276EC | 129,204.000 |
129,204.000 |
$2.750 |
SQYD | 1.7 |
| 8036 | JPC PAVEMENT-8 IN | 02084 | 0.000 |
544.000 |
$155.420 |
SQYD | 0.0 |
Category Total $7,816,783.95 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0100 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0105 | STANDARD CURB AND GUTTER | 01810 | 720.000 |
720.000 |
$21.550 |
LF | 0.1 |
| 0110 | ISLAND CURB AND GUTTER | 01825 | 16,919.000 |
16,919.000 |
$17.000 |
LF | 1.4 |
| 0115 | ISLAND HEADER CURB TYPE 2 | 01891 | 100.000 |
140.000 |
$37.500 |
LF | 0.0 |
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 23.000 |
23.000 |
$10.000 |
EACH | 0.0 |
| 0125 | DELINEATOR FOR BARRIER - WHITE | 01984 | 4.000 |
4.000 |
$10.000 |
EACH | 0.0 |
| 0130 | REMOVE PAVEMENT | 02091 | 1,370.000 |
5,206.000 |
$3.600 |
SQYD | 0.0 |
| 0135 | TEMP DITCH | 02159 | 9,368.000 |
9,368.000 |
$0.010 |
LF | 0.0 |
| 0140 | CLEAN TEMP DITCH | 02160 | 18,735.000 |
18,735.000 |
$0.010 |
LF | 0.0 |
| 0145 | ROADWAY EXCAVATION | 02200 | 647,917.000 |
647,917.000 |
$4.050 |
CUYD | 12.6 |
| 0150 | WATER | 02242 | 1,800.000 |
1,800.000 |
$0.950 |
MGAL | 0.0 |
| 0155 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 38,061.000 |
38,061.000 |
$5.500 |
LF | 1.0 |
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 1,356.250 |
1,356.250 |
$19.000 |
LF | 0.1 |
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 10.000 |
10.000 |
$40.000 |
EACH | 0.0 |
| 0170 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$2,400.000 |
EACH | 0.0 |
| 0175 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 5.000 |
5.000 |
$2,300.000 |
EACH | 0.1 |
| 0180 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
| 0185 | TEMP GUARDRAIL | 02397 | 187.500 |
187.500 |
$8.500 |
LF | 0.0 |
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 56.000 |
56.000 |
$96.750 |
EACH | 0.0 |
| 0195 | WITNESS POST | 02432 | 4.000 |
4.000 |
$88.000 |
EACH | 0.0 |
| 0200 | CHANNEL LINING CLASS II | 02483 | 1,635.000 |
1,635.000 |
$28.250 |
TON | 0.2 |
| 0205 | CHANNEL LINING CLASS III | 02484 | 623.000 |
623.000 |
$29.250 |
TON | 0.1 |
| 0210 | CLEARING AND GRUBBING (APPROXIMATELY 92.48 ACRES) | 02545 | 1.000 |
1.000 |
$118,000.000 |
LS | 0.6 |
| 0215 | TEMPORARY SIGNS | 02562 | 460.000 |
460.000 |
$9.000 |
SQFT | 0.0 |
| 0220 | EDGE KEY | 02585 | 40.000 |
40.000 |
$42.000 |
LF | 0.0 |
| 0225 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 64,848.000 |
64,848.000 |
$1.550 |
SQYD | 0.5 |
| 0230 | HANDRAIL-TYPE A-1 | 02611 | 1,905.000 |
1,905.000 |
$70.000 |
LF | 0.6 |
| 0235 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0240 | DIVERSIONS (BY-PASS DETOURS) JOHNSON SHOP ROAD | 02651 | 1.000 |
1.000 |
$11,750.000 |
LS | 0.1 |
| 0245 | DIVERSIONS (BY-PASS DETOURS) KY-1016 | 02651 | 1.000 |
1.000 |
$11,750.000 |
LS | 0.1 |
| 0250 | DIVERSIONS (BY-PASS DETOURS) KY-1617(BLUE LICK ROAD) | 02651 | 1.000 |
1.000 |
$17,250.000 |
LS | 0.1 |
| 0255 | DIVERSIONS (BY-PASS DETOURS) KY-1617(SHORT LINE PIKE) | 02651 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 0260 | DIVERSIONS (BY-PASS DETOURS) KY-3376 | 02651 | 1.000 |
1.000 |
$24,500.000 |
LS | 0.1 |
| 0265 | TEMP SILT FENCE | 02701 | 18,735.000 |
18,735.000 |
$1.800 |
LF | 0.2 |
| 0270 | SILT TRAP TYPE A | 02703 | 93.000 |
93.000 |
$1.000 |
EACH | 0.0 |
| 0275 | SILT TRAP TYPE B | 02704 | 93.000 |
93.000 |
$125.000 |
EACH | 0.1 |
| 0280 | SILT TRAP TYPE C | 02705 | 93.000 |
93.000 |
$175.000 |
EACH | 0.1 |
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | 186.000 |
186.000 |
$1.000 |
EACH | 0.0 |
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | 186.000 |
186.000 |
$1.000 |
EACH | 0.0 |
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | 186.000 |
186.000 |
$1.000 |
EACH | 0.0 |
| 0300 | CLEAN TEMP SILT FENCE | 02709 | 37,470.000 |
37,470.000 |
$0.010 |
LF | 0.0 |
| 0305 | SIDEWALK-4 IN CONCRETE | 02720 | 167.000 |
167.000 |
$55.000 |
SQYD | 0.0 |
| 0310 | STAKING | 02726 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.2 |
| 0315 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 0320 | CONC MEDIAN BARRIER TYPE 9C1 | 03144 | 100.000 |
100.000 |
$155.000 |
LF | 0.1 |
| 0325 | EROSION CONTROL BLANKET | 05950 | 25,505.000 |
25,505.000 |
$1.700 |
SQYD | 0.2 |
| 0330 | TEMP MULCH | 05952 | 447,598.000 |
447,598.000 |
$0.010 |
SQYD | 0.0 |
| 0335 | TEMP SEEDING AND PROTECTION | 05953 | 447,598.000 |
447,598.000 |
$0.010 |
SQYD | 0.0 |
| 0340 | INITIAL FERTILIZER | 05963 | 21.300 |
21.300 |
$900.000 |
TON | 0.1 |
| 0345 | MAINTENANCE FERTILIZER | 05964 | 21.300 |
21.300 |
$900.000 |
TON | 0.1 |
| 0350 | SEEDING AND PROTECTION | 05985 | 284,056.000 |
284,056.000 |
$0.330 |
SQYD | 0.5 |
| 0355 | SPECIAL SEEDING CROWN VETCH | 05989 | 31,643.000 |
31,643.000 |
$0.210 |
SQYD | 0.0 |
| 0360 | SODDING | 05990 | 15,809.000 |
15,809.000 |
$5.500 |
SQYD | 0.4 |
| 0365 | AGRICULTURAL LIMESTONE | 05992 | 3.270 |
3.270 |
$65.000 |
TON | 0.0 |
| 0370 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 14,938.000 |
14,938.000 |
$0.200 |
LF | 0.0 |
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 103,632.000 |
11,471.000 |
$0.220 |
LF | 0.1 |
| 0380 | PAVE STRIPING REMOVAL-4 IN | 06530 | 197.000 |
197.000 |
$5.000 |
LF | 0.0 |
| 0385 | PAVE STRIPING-THERMO-4 IN W | 06540 | 1,082.000 |
1,082.000 |
$1.500 |
LF | 0.0 |
| 0390 | PAVE STRIPING-THERMO-4 IN Y | 06541 | 1,082.000 |
1,082.000 |
$1.500 |
LF | 0.0 |
| 0395 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 269.000 |
269.000 |
$8.000 |
LF | 0.0 |
| 0400 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 2,544.000 |
2,544.000 |
$1.200 |
SQFT | 0.0 |
| 0405 | PAVE MARKING-THERMO CURV ARROW | 06574 | 39.000 |
39.000 |
$80.000 |
EACH | 0.0 |
| 0410 | PAVE MARKING-THERMO COMB ARROW | 06575 | 23.000 |
23.000 |
$110.000 |
EACH | 0.0 |
| 0415 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 138.000 |
138.000 |
$7.500 |
EACH | 0.0 |
| 0420 | PAVEMENT MARKER TYPE V-MW | 06589 | 77.000 |
0.000 |
$35.000 |
EACH | 0.0 |
| 0425 | PAVEMENT MARKER TYPE V-BY | 06591 | 340.000 |
0.000 |
$35.000 |
EACH | 0.1 |
| 0430 | PAVEMENT MARKING REMOVAL | 06598 | 4,938.000 |
4,938.000 |
$2.000 |
SQFT | 0.0 |
| 0435 | FUEL ADJUSTMENT | 10020NS | 226,644.000 |
502,619.260 |
$1.000 |
DOLL | 1.1 |
| 0440 | ASPHALT ADJUSTMENT | 10030NS | 138,632.000 |
634,222.430 |
$1.000 |
DOLL | 0.7 |
| 0445 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | 32,630.000 |
32,630.000 |
$0.180 |
LF | 0.0 |
| 0450 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 16,315.000 |
16,315.000 |
$0.180 |
LF | 0.0 |
| 0455 | BOLLARDS | 21341ND | 24.000 |
24.000 |
$600.000 |
EACH | 0.1 |
| 0460 | PIPELINE VIDEO INSPECTION | 23131ER701 | 11,975.000 |
11,975.000 |
$0.900 |
LF | 0.1 |
| 0465 | DETECTABLE WARNINGS | 23158ES505 | 44.000 |
44.000 |
$32.500 |
SQFT | 0.0 |
| 0470 | REMOVE THERMOPLASTIC ARROWS | 23875NC | 16.000 |
16.000 |
$100.000 |
EACH | 0.0 |
| 8007 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
1.000 |
$2,528.340 |
EACH | 0.0 |
| 8008 | CHANNEL LINING CLASS IV | 02488 | 0.000 |
2,000.000 |
$27.850 |
CUYD | 0.0 |
| 8009 | SECURITY PLATE ASSEMBLY | 24585EC | 0.000 |
76.000 |
$287.500 |
EACH | 0.0 |
| 8010 | BARRICADE-TYPE III | 02014 | 0.000 |
40.000 |
$200.000 |
EACH | 0.0 |
| 8020 | STANDARD CURB AND GUTTER | 01810 | 0.000 |
1,124.000 |
$34.660 |
LF | 0.0 |
| 8021 | ISLAND CURB AND GUTTER | 01825 | 0.000 |
1,104.000 |
$31.640 |
LF | 0.0 |
| 8028 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
1,194.000 |
$8.910 |
LF | 0.0 |
| 8029 | STANDARD HEADER CURB | 01875 | 0.000 |
297.000 |
$37.310 |
LF | 0.0 |
| 8031 | REMOVE CURB AND GUTTER | 01812 | 0.000 |
495.000 |
$20.750 |
LF | 0.0 |
| 8032 | REMOVE HEADWALL | 02625 | 0.000 |
0.000 |
$745.000 |
EACH | 0.0 |
| 8037 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 0.000 |
1,077.000 |
$7.350 |
SQFT | 0.0 |
| 8038 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | 0.000 |
140.000 |
$7.350 |
LF | 0.0 |
| 8039 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | 0.000 |
64.000 |
$57.750 |
LF | 0.0 |
| 8040 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | 0.000 |
32.000 |
$12.600 |
LF | 0.0 |
| 8056 | ROADWAY EXCAVATION | 02200 | 0.000 |
794.000 |
$29.750 |
CUYD | 0.0 |
| 8058 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$10,667.500 |
LS | 0.0 |
| 8059 | STAKING | 02726 | 0.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 8064 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 0.000 |
2,000.000 |
$8.400 |
LF | 0.0 |
| 8065 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 0.000 |
2,000.000 |
$8.400 |
LF | 0.0 |
| 8066 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 0.000 |
5,100.000 |
$0.320 |
LF | 0.0 |
| 8067 | PAVE STRIPING-THERMO-6 IN W | 06542 | 0.000 |
48,216.000 |
$1.310 |
LF | 0.0 |
| 8068 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 0.000 |
47,016.000 |
$1.310 |
LF | 0.0 |
| 8069 | PAVE MARKING-THERMO ONLY | 06576 | 0.000 |
5.000 |
$288.750 |
EACH | 0.0 |
| 8070 | PAVE STRIPING-THERMO-12 IN W | 06546 | 0.000 |
300.000 |
$7.350 |
LF | 0.0 |
| 8071 | INLAID PAVEMENT MARKER | 24489EC | 0.000 |
421.000 |
$36.750 |
EACH | 0.0 |
| 8074 | CONCRETE-CLASS B Concrete for RoW Fence | 02555 | 0.000 |
75.000 |
$519.750 |
CUYD | 0.0 |
| 8084 | COST PLUS WORK Right of Way Fence Removal | 10080NSD | 0.000 |
730.710 |
$1.000 |
DOLL | 0.0 |
| 8085 | COST PLUS WORK Clearing and Grubbing | 10080NSD | 0.000 |
1,848.780 |
$1.000 |
DOLL | 0.0 |
| 8086 | COST PLUS WORK Type 4 Concrete Median | 10080NSD | 0.000 |
8,014.600 |
$1.000 |
DOLL | 0.0 |
| 8087 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 0.000 |
0.000 |
$30.470 |
LF | 0.0 |
| 8088 | GUARDRAIL TERMINAL SECTION NO 2 | 02364 | 0.000 |
0.000 |
$96.940 |
EACH | 0.0 |
Category Total $4,629,262.54 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0475 | ENTRANCE PIPE-15 IN | 00440 | 488.000 |
488.000 |
$40.000 |
LF | 0.1 |
| 0480 | ENTRANCE PIPE-18 IN | 00441 | 140.000 |
140.000 |
$46.000 |
LF | 0.0 |
| 0485 | ENTRANCE PIPE-24 IN | 00443 | 354.000 |
354.000 |
$58.000 |
LF | 0.1 |
| 0490 | CULVERT PIPE-18 IN | 00462 | 265.000 |
265.000 |
$73.000 |
LF | 0.1 |
| 0495 | CULVERT PIPE-24 IN | 00464 | 460.000 |
460.000 |
$82.000 |
LF | 0.2 |
| 0500 | CULVERT PIPE-30 IN | 00466 | 149.000 |
149.000 |
$98.000 |
LF | 0.1 |
| 0505 | CULVERT PIPE-30 IN CMP NO ALTERNATE | 00466 | 12.000 |
12.000 |
$200.000 |
LF | 0.0 |
| 0510 | CULVERT PIPE-36 IN | 00468 | 324.000 |
324.000 |
$145.000 |
LF | 0.2 |
| 0515 | CULVERT PIPE-42 IN | 00469 | 526.000 |
526.000 |
$188.000 |
LF | 0.5 |
| 0520 | CULVERT PIPE-48 IN | 00470 | 125.000 |
125.000 |
$200.000 |
LF | 0.1 |
| 0525 | CULVERT PIPE-54 IN | 00471 | 153.000 |
153.000 |
$220.000 |
LF | 0.2 |
| 0530 | STORM SEWER PIPE-15 IN | 00521 | 9,516.000 |
9,516.000 |
$30.000 |
LF | 1.4 |
| 0535 | STORM SEWER PIPE-18 IN | 00522 | 1,452.000 |
1,452.000 |
$36.000 |
LF | 0.3 |
| 0540 | PERFORATED PIPE-4 IN | 01000 | 15,364.000 |
15,364.000 |
$5.580 |
LF | 0.4 |
| 0545 | NON-PERFORATED PIPE-4 IN | 01010 | 512.000 |
512.000 |
$15.000 |
LF | 0.0 |
| 0550 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 4.000 |
4.000 |
$650.000 |
EACH | 0.0 |
| 0555 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 33.000 |
33.000 |
$800.000 |
EACH | 0.1 |
| 0560 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 3.000 |
3.000 |
$800.000 |
EACH | 0.0 |
| 0565 | PIPE CULVERT HEADWALL-30 IN | 01210 | 1.000 |
1.000 |
$1,765.000 |
EACH | 0.0 |
| 0570 | PIPE CULVERT HEADWALL-36 IN | 01212 | 2.000 |
2.000 |
$2,075.000 |
EACH | 0.0 |
| 0575 | PIPE CULVERT HEADWALL-42 IN | 01214 | 8.000 |
8.000 |
$3,000.000 |
EACH | 0.1 |
| 0580 | PIPE CULVERT HEADWALL-48 IN | 01216 | 2.000 |
2.000 |
$3,125.000 |
EACH | 0.0 |
| 0585 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 13.000 |
13.000 |
$1,600.000 |
EACH | 0.1 |
| 0590 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 3.000 |
3.000 |
$1,600.000 |
EACH | 0.0 |
| 0595 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 2.000 |
2.000 |
$2,625.000 |
EACH | 0.0 |
| 0600 | S & F BOX INLET-OUTLET-18 IN | 01450 | 6.000 |
6.000 |
$2,500.000 |
EACH | 0.1 |
| 0605 | S & F BOX INLET-OUTLET-24 IN | 01451 | 4.000 |
4.000 |
$3,850.000 |
EACH | 0.1 |
| 0610 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$4,975.000 |
EACH | 0.0 |
| 0615 | S & F BOX INLET-OUTLET-36 IN | 01453 | 2.000 |
2.000 |
$7,600.000 |
EACH | 0.1 |
| 0620 | CURB BOX INLET TYPE A | 01456 | 88.000 |
88.000 |
$4,415.000 |
EACH | 1.9 |
| 0625 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$4,915.000 |
EACH | 0.0 |
| 0630 | DROP BOX INLET TYPE 5D | 01511 | 1.000 |
1.000 |
$6,595.000 |
EACH | 0.0 |
| 0635 | PIPE CULVERT HEADWALL-54 IN | 24026EC | 2.000 |
2.000 |
$3,825.000 |
EACH | 0.0 |
| 0640 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | 10.000 |
10.000 |
$1,100.000 |
EACH | 0.1 |
| 0645 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | 1.000 |
1.000 |
$1,225.000 |
EACH | 0.0 |
| 0650 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | 2.000 |
2.000 |
$1,525.000 |
EACH | 0.0 |
| 0655 | HEADWALL (SLOPED & FLARED HDWL.) | 24575ES610 | 2.000 |
2.000 |
$4,000.000 |
EACH | 0.0 |
| 0660 | STEEL ENCASEMENT PIPE 12 IN | 24668EC | 1,408.000 |
1,408.000 |
$62.000 |
LF | 0.4 |
| 8006 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 0.000 |
30,000.000 |
$2.000 |
SQYD | 0.0 |
| 8012 | COST PLUS WORK Ditch line work on old berea bypass at intersection with 25 | 10080NSD | 0.000 |
4,189.320 |
$1.000 |
DOLL | 0.0 |
| 8022 | CULVERT PIPE-24 IN | 00464 | 0.000 |
59.500 |
$185.000 |
LF | 0.0 |
| 8023 | STORM SEWER PIPE-15 IN | 00521 | 0.000 |
137.000 |
$70.000 |
LF | 0.0 |
| 8024 | CURB BOX INLET TYPE A | 01456 | 0.000 |
2.000 |
$7,685.000 |
EACH | 0.0 |
| 8030 | LIP HEADER CURB MOD | 01884 | 0.000 |
284.000 |
$36.020 |
LF | 0.0 |
| 8033 | REMOVE HEADWALL | 02625 | 0.000 |
2.000 |
$745.000 |
EACH | 0.0 |
| 8034 | FLUME INLET TYPE 1 | 01690 | 0.000 |
3.000 |
$5,988.940 |
EACH | 0.0 |
| 8035 | PAVED DITCH TYPE 1 | 02157 | 0.000 |
25.000 |
$370.320 |
SQYD | 0.0 |
| 8060 | PIPE CULVERT HEADWALL-24 IN EQUIV | 01209 | 0.000 |
2.000 |
$4,773.000 |
EACH | 0.0 |
Category Total $1,423,491.12 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE-#25639 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0665 | STRUCTURE GRANULAR BACKFILL | 02231 | 202.000 |
202.000 |
$30.000 |
CUYD | 0.0 |
| 0670 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 658.000 |
658.000 |
$2.250 |
SQYD | 0.0 |
| 0675 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 164.000 |
164.000 |
$2.250 |
SQYD | 0.0 |
| 0680 | MASONRY COATING | 02998 | 1,363.800 |
1,363.800 |
$15.000 |
SQYD | 0.1 |
| 0685 | STRUCTURE EXCAVATION-COMMON | 08001 | 871.500 |
871.500 |
$25.000 |
CUYD | 0.1 |
| 0690 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 192.100 |
192.100 |
$60.000 |
CUYD | 0.1 |
| 0695 | CYCLOPEAN STONE RIP RAP | 08019 | 767.000 |
767.000 |
$30.000 |
TON | 0.1 |
| 0700 | TEST PILES | 08033 | 54.000 |
54.000 |
$120.000 |
LF | 0.0 |
| 0705 | PRE-DRILLING FOR PILES | 08039 | 65.000 |
65.000 |
$357.000 |
LF | 0.1 |
| 0710 | PILES-STEEL HP12X53 | 08046 | 377.000 |
377.000 |
$120.000 |
LF | 0.2 |
| 0715 | PILE POINTS-12 IN | 08094 | 26.000 |
26.000 |
$130.000 |
EACH | 0.0 |
| 0720 | CONCRETE-CLASS A | 08100 | 807.600 |
807.600 |
$535.000 |
CUYD | 2.1 |
| 0725 | CONCRETE-CLASS AA | 08104 | 1,278.600 |
1,278.600 |
$638.000 |
CUYD | 3.9 |
| 0730 | STEEL REINFORCEMENT | 08150 | 131,988.000 |
131,988.000 |
$1.150 |
LB | 0.7 |
| 0735 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 346,901.000 |
346,901.000 |
$1.250 |
LB | 2.1 |
| 0740 | STRUCTURAL STEEL 2,294 LBS | 08160 | 1.000 |
1.000 |
$5,200.000 |
LS | 0.0 |
| 0745 | APPROACH SLAB | 08500 | 332.000 |
332.000 |
$162.000 |
SQYD | 0.3 |
| 0750 | PRECAST PC I BEAM TYPE 4 | 08634 | 4,277.000 |
4,277.000 |
$325.000 |
LF | 6.7 |
| 0755 | BICYCLE RAIL | 23849EC | 541.000 |
0.000 |
$64.000 |
LF | 0.2 |
| 8005 | ARMORED EDGE FOR CONCRETE | 03299 | 0.000 |
100.000 |
$178.500 |
LF | 0.0 |
| 8011 | BICYCLE RAIL | 23849EC | 0.000 |
541.000 |
$86.030 |
LF | 0.0 |
Category Total $3,479,853.25 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE-CULVERT-#25753 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0760 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 145.000 |
145.000 |
$50.000 |
CUYD | 0.0 |
| 0765 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.0 |
| 0770 | CONCRETE-CLASS A | 08100 | 254.000 |
254.000 |
$440.000 |
CUYD | 0.5 |
| 0775 | STEEL REINFORCEMENT | 08150 | 22,335.000 |
22,335.000 |
$1.150 |
LB | 0.1 |
Category Total $153,195.25 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE-CULVERT-#25752 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 298.000 |
298.000 |
$50.000 |
CUYD | 0.1 |
| 0785 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$18,500.000 |
LS | 0.1 |
| 0790 | CONCRETE-CLASS A | 08100 | 559.000 |
559.000 |
$375.000 |
CUYD | 1.0 |
| 0795 | STEEL REINFORCEMENT | 08150 | 53,473.000 |
53,473.000 |
$1.150 |
LB | 0.3 |
Category Total $304,518.95 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE-CULVERT-#25682 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0800 | REMOVE CONCRETE MASONRY | 02403 | 22.000 |
22.000 |
$365.000 |
CUYD | 0.0 |
| 0805 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 46.000 |
46.000 |
$60.000 |
CUYD | 0.0 |
| 0810 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 0815 | CONCRETE-CLASS A | 08100 | 104.000 |
104.000 |
$490.000 |
CUYD | 0.2 |
| 0820 | STEEL REINFORCEMENT | 08150 | 13,143.000 |
13,143.000 |
$1.150 |
LB | 0.1 |
Category Total $80,364.45 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE-CULVERT-#25640 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0825 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 85.000 |
85.000 |
$60.000 |
CUYD | 0.0 |
| 0830 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
| 0835 | CONCRETE-CLASS A | 08100 | 158.000 |
158.000 |
$485.000 |
CUYD | 0.4 |
| 0840 | STEEL REINFORCEMENT | 08150 | 15,286.000 |
15,286.000 |
$1.150 |
LB | 0.1 |
Category Total $107,308.90 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE-CULVERT-#25684 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0845 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 89.000 |
89.000 |
$60.000 |
CUYD | 0.0 |
| 0850 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$10,500.000 |
LS | 0.1 |
| 0855 | CONCRETE-CLASS A | 08100 | 168.000 |
168.000 |
$510.000 |
CUYD | 0.4 |
| 0860 | STEEL REINFORCEMENT | 08150 | 19,933.000 |
19,933.000 |
$1.150 |
LB | 0.1 |
Category Total $124,442.95 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0010 | CATEGORY Description | BRIDGE-CULVERT-#25683 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0865 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 69.000 |
69.000 |
$60.000 |
CUYD | 0.0 |
| 0870 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$5,250.000 |
LS | 0.0 |
| 0875 | CONCRETE-CLASS A | 08100 | 139.000 |
139.000 |
$470.000 |
CUYD | 0.3 |
| 0880 | STEEL REINFORCEMENT | 08150 | 24,077.000 |
24,077.000 |
$1.150 |
LB | 0.1 |
Category Total $102,408.55 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0011 | CATEGORY Description | BRIDGE-CULVERT-#25755 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0885 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 608.000 |
608.000 |
$40.000 |
CUYD | 0.1 |
| 0890 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 0895 | CONCRETE-CLASS A | 08100 | 1,068.000 |
1,068.000 |
$425.000 |
CUYD | 2.2 |
| 0900 | STEEL REINFORCEMENT | 08150 | 82,711.000 |
82,711.000 |
$1.150 |
LB | 0.5 |
Category Total $583,337.65 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0012 | CATEGORY Description | BRIDGE-CULVERT-#25754 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0905 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 93.000 |
93.000 |
$60.000 |
CUYD | 0.0 |
| 0910 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.0 |
| 0915 | CONCRETE-CLASS A | 08100 | 192.000 |
192.000 |
$465.000 |
CUYD | 0.4 |
| 0920 | STEEL REINFORCEMENT | 08150 | 19,949.000 |
19,949.000 |
$1.150 |
LB | 0.1 |
Category Total $124,801.35 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0013 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0925 | SEEDING AND PROTECTION | 05985 | 331.000 |
331.000 |
$3.370 |
SQYD | 0.0 |
| 0930 | W CAP EXISTING MAIN | 14003 | 1.000 |
1.000 |
$718.750 |
EACH | 0.0 |
| 0935 | W ENCASEMENT STEEL OPEN CUT RANGE 6 | 14017 | 102.000 |
102.000 |
$211.090 |
LF | 0.1 |
| 0940 | W FIRE HYDRANT ASSEMBLY | 14019 | 1.000 |
1.000 |
$5,550.390 |
EACH | 0.0 |
| 0945 | W PIPE DUCTILE IRON 08 INCH | 14037 | 8.000 |
8.000 |
$145.340 |
LF | 0.0 |
| 0950 | W PIPE DUCTILE IRON 16 INCH | 14040 | 102.000 |
102.000 |
$234.660 |
LF | 0.1 |
| 0955 | W TIE-IN 16 INCH | 14098 | 2.000 |
2.000 |
$16,314.350 |
EACH | 0.2 |
| 0960 | W VALVE 16 INCH | 14109 | 2.000 |
2.000 |
$8,160.660 |
EACH | 0.1 |
| 0965 | W PIPE DUCTILE IRON 14 INCH | 14159 | 744.000 |
744.000 |
$141.290 |
LF | 0.5 |
| 0970 | W TIE-IN 14 INCH | 14160 | 4.000 |
4.000 |
$13,135.830 |
EACH | 0.3 |
| 0975 | W VALVE 14 INCH | 14162 | 2.000 |
2.000 |
$8,316.080 |
EACH | 0.1 |
| 8000 | LINE STOP-16 IN 14" Line Stops | 23503EC | 0.000 |
6.000 |
$21,800.980 |
EACH | 0.0 |
| 8001 | W TAPPING SLEEVE AND VALVE SIZE 1 Wet Tap for 14" Water Line | 14089 | 0.000 |
6.000 |
$28,724.370 |
EACH | 0.0 |
Category Total $277,259.09 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0014 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0980 | SEEDING AND PROTECTION | 05985 | 510.000 |
510.000 |
$0.330 |
SQYD | 0.0 |
| 0985 | S BYPASS PUMPING STA. 12+05.25 | 15000 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0990 | S BYPASS PUMPING STA. 12+91.18 | 15000 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0995 | S BYPASS PUMPING STA. 14+82.77 | 15000 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 1000 | S BYPASS PUMPING STA. 16+55 | 15000 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 1005 | S ENCASEMENT CONCRETE | 15012 | 80.000 |
80.000 |
$68.800 |
LF | 0.0 |
| 1010 | S MANHOLE | 15092 | 13.000 |
13.000 |
$4,238.970 |
EACH | 0.3 |
| 1015 | S MANHOLE ABANDON/REMOVE | 15093 | 7.000 |
7.000 |
$1,995.580 |
EACH | 0.1 |
| 1020 | S PIPE PVC 08 INCH | 15112 | 850.000 |
850.000 |
$70.810 |
LF | 0.3 |
| 1025 | S PIPE PVC 12 INCH | 15114 | 195.000 |
195.000 |
$117.250 |
LF | 0.1 |
| 1030 | S PIPE PVC 30 INCH | 15140 | 461.000 |
461.000 |
$220.850 |
LF | 0.5 |
| 1035 | S ENCASEMENT STEEL OPEN CUT RANGE 4 INST | 15504 | 342.000 |
342.000 |
$96.580 |
LF | 0.2 |
| 1040 | S ENCASEMENT STEEL OPEN CUT RANGE 6 INST | 15506 | 132.000 |
132.000 |
$129.810 |
LF | 0.1 |
Category Total $317,777.35 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0015 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1045 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 892.380 |
1,047.880 |
$17.000 |
SQFT | 0.1 |
| 1050 | STEEL POST TYPE 1 2 1/2" POST | 06410 | 48.000 |
86.000 |
$20.000 |
LF | 0.0 |
| 1055 | STEEL POST TYPE 1 2" POST | 06410 | 1,248.000 |
1,248.000 |
$13.000 |
LF | 0.1 |
| 1060 | CLASS A CONCRETE FOR SIGNS | 06490 | 3.500 |
3.500 |
$50.000 |
CUYD | 0.0 |
| 1065 | GMSS TYPE D | 21596ND | 8.000 |
8.000 |
$150.000 |
EACH | 0.0 |
| 1070 | GMSS TYPE D | 21596ND | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 1075 | BARCODE SIGN INVENTORY | 24631EC | 219.000 |
259.000 |
$10.000 |
EACH | 0.0 |
| 8083 | MAINTAIN & CONTROL TRAFFIC Maintain and Control Traffic for Concrete Island | 02650 | 0.000 |
1.000 |
$1,535.500 |
LS | 0.0 |
Category Total $36,519.46 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0016 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1080 | CONDUIT-1 IN | 04792 | 10.000 |
10.000 |
$11.110 |
LF | 0.0 |
| 1085 | CONDUIT-1 1/4 IN | 04793 | 40.000 |
40.000 |
$13.640 |
LF | 0.0 |
| 1090 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | 1.000 |
1.000 |
$454.550 |
EACH | 0.0 |
| 1095 | TRENCHING AND BACKFILLING | 04820 | 40.000 |
40.000 |
$4.040 |
LF | 0.0 |
| 1100 | LOOP WIRE | 04830 | 1,050.000 |
1,050.000 |
$0.510 |
LF | 0.0 |
| 1105 | CABLE-NO. 14/5C | 04844 | 1,843.000 |
1,843.000 |
$2.020 |
LF | 0.0 |
| 1110 | CABLE-NO. 14/1 PAIR | 04850 | 1,098.000 |
1,098.000 |
$2.020 |
LF | 0.0 |
| 1115 | LOOP SAW SLOT AND FILL | 04895 | 420.000 |
420.000 |
$8.080 |
LF | 0.0 |
| 1120 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 6.000 |
6.000 |
$151.520 |
EACH | 0.0 |
| 1125 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 11.000 |
11.000 |
$328.280 |
EACH | 0.0 |
| 1130 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 2.000 |
2.000 |
$328.290 |
EACH | 0.0 |
| 1135 | REMOVE SIGNAL EQUIPMENT | 24955ED | 1.000 |
1.000 |
$2,777.780 |
EACH | 0.0 |
| 8013 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 0.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 8014 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | 0.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 8015 | REMOVE SIGNAL EQUIPMENT | 24955ED | 0.000 |
1.000 |
$2,887.500 |
EACH | 0.0 |
| 8016 | CABLE-NO. 14/7C | 04845 | 0.000 |
2,800.000 |
$2.100 |
LF | 0.0 |
| 8017 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 0.000 |
2.000 |
$525.000 |
EACH | 0.0 |
| 8018 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 0.000 |
2.000 |
$315.000 |
EACH | 0.0 |
| 8019 | INSTALL SIGNAL PEDESTAL | 23222EC | 0.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 8041 | POLE 40 FT MTG HT | 04701 | 0.000 |
12.000 |
$2,427.730 |
EACH | 0.0 |
| 8042 | BRACKET 6 FT | 04721 | 0.000 |
5.000 |
$1,250.000 |
EACH | 0.0 |
| 8043 | BRACKET 15 FT | 04725 | 0.000 |
7.000 |
$707.420 |
EACH | 0.0 |
| 8044 | POLE BASE | 04740 | 0.000 |
12.000 |
$1,670.460 |
EACH | 0.0 |
| 8045 | TRANSFORMER BASE | 04750 | 0.000 |
12.000 |
$750.910 |
EACH | 0.0 |
| 8046 | LIGHTING CONTROL EQUIPMENT | 04761 | 0.000 |
1.000 |
$27,284.090 |
EACH | 0.0 |
| 8047 | FUSED CONNECTOR KIT | 04780 | 0.000 |
30.000 |
$194.090 |
EACH | 0.0 |
| 8048 | CONDUIT-2 IN | 04795 | 0.000 |
361.000 |
$22.270 |
LF | 0.0 |
| 8049 | WIRE-NO. 12 | 04832 | 0.000 |
1,845.000 |
$0.710 |
LF | 0.0 |
| 8050 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 0.000 |
6.000 |
$2,059.700 |
EACH | 0.0 |
| 8051 | BORE AND JACK CONDUIT | 21543EN | 0.000 |
502.000 |
$31.180 |
LF | 0.0 |
| 8052 | LED LUMINAIRE | 24589ED | 0.000 |
12.000 |
$705.300 |
EACH | 0.0 |
| 8053 | TEMPORARY LIGHTING | 20454NS835 | 0.000 |
1.000 |
$52,871.220 |
LS | 0.0 |
| 8054 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 0.000 |
1,335.000 |
$7.800 |
LF | 0.0 |
| 8055 | WIRE-NO. 10 | 23778EC | 0.000 |
5,703.000 |
$1.060 |
LF | 0.0 |
| 8075 | INSTALL STEEL STRAIN POLE | 04932 | 0.000 |
4.000 |
$5,472.600 |
EACH | 0.0 |
| 8076 | MESSENGER-15400 LB | 04886 | 0.000 |
645.000 |
$8.990 |
LF | 0.0 |
| 8077 | INSTALL COORDINATING UNIT | 20390NS835 | 0.000 |
1.000 |
$1,942.640 |
EACH | 0.0 |
| 8078 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 0.000 |
1.000 |
$9,939.170 |
EACH | 0.0 |
| 8079 | TRAFFIC SIGNAL POLE BASE | 23157EN | 0.000 |
18.000 |
$892.130 |
CUYD | 0.0 |
| 8080 | REMOVE SIGNAL EQUIPMENT | 24955ED | 0.000 |
1.000 |
$4,557.920 |
EACH | 0.0 |
Category Total $19,097.33 |
| SM- Project | DE0760NEW2103 | CATEGORY NUMBER | 0017 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1140 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$906,750.000 |
LS | 4.4 |
| 1145 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$290,000.000 |
LS | 1.4 |
| 8057 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$27,500.000 |
LS | 0.0 |
| 8082 | MOBILIZATION Mobilization for Concrete Island | 02568 | 0.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
Category Total $1,196,750.00 |