|
Item List 241305 |
Date:06/20/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 241305 | Primary Project Number | DE05905362335 |
| Contract Description | MOUNT ZION ROAD (KY 536) | ||
| Primary County | KENTON | Fed/St Number | STP 8206 (007) |
| Vendor ID | 00117 | Vendor Name | EATON ASPHALT PAVING CO INC |
| Bid Amount | $ 30,750,724.98 | ||
| SM- Project | DE05905362335 |
| Fed/State Number | STP 8206 (007) |
| Project Description | MOUNT ZION ROAD (KY 536) |
| *********** |
| SM- Project | DE05905362335 | 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 | 22,471.000 |
22,471.000 |
$60.500 |
TON | 4.4 |
| 0010 | LIME STABILIZED ROADBED | 00013 | 59,983.000 |
59,983.000 |
$8.000 |
SQYD | 1.6 |
| 0015 | LIME | 00014 | 1,134.000 |
1,134.000 |
$259.000 |
TON | 1.0 |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 13,867.000 |
13,867.000 |
$88.000 |
TON | 4.0 |
| 0025 | TRAFFIC BOUND BASE | 00020 | 345.000 |
345.000 |
$65.000 |
TON | 0.1 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 2,250.000 |
2,250.000 |
$40.000 |
TON | 0.3 |
| 0035 | ASPHALT SEAL AGGREGATE | 00100 | 33.000 |
33.000 |
$280.000 |
TON | 0.0 |
| 0040 | ASPHALT SEAL COAT | 00103 | 4.000 |
4.000 |
$1,210.000 |
TON | 0.0 |
| 0045 | LEVELING & WEDGING PG64-22 | 00190 | 2,865.000 |
2,865.000 |
$116.000 |
TON | 1.1 |
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 317.000 |
317.000 |
$150.000 |
TON | 0.2 |
| 0055 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 20,048.000 |
20,048.000 |
$88.000 |
TON | 5.7 |
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,110.000 |
2,110.000 |
$105.000 |
TON | 0.7 |
| 0065 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,634.000 |
1,634.000 |
$186.000 |
TON | 1.0 |
| 0070 | ASPHALT MATERIAL FOR TACK | 00356 | 64.000 |
64.000 |
$1.000 |
TON | 0.0 |
| 0075 | ASPHALT CURING SEAL | 00358 | 108.000 |
108.000 |
$879.000 |
TON | 0.3 |
| 0080 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 4,963.000 |
4,963.000 |
$132.500 |
TON | 2.1 |
| 0085 | JPC PAVEMENT-12 IN | 02070 | 996.000 |
996.000 |
$139.500 |
SQYD | 0.5 |
| 0090 | JPC PAVEMENT-8 IN | 02084 | 441.000 |
441.000 |
$141.000 |
SQYD | 0.2 |
| 0095 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 547.000 |
547.000 |
$146.000 |
SQYD | 0.3 |
| 0100 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 7,500.000 |
7,500.000 |
$2.000 |
SQYD | 0.0 |
| 0105 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 111.000 |
111.000 |
$190.000 |
TON | 0.1 |
| 0110 | SAND FOR BLOTTER | 02702 | 300.000 |
300.000 |
$14.000 |
TON | 0.0 |
| 0115 | LONGITUDINAL EDGE KEY | 21289ED | 6,075.000 |
6,075.000 |
$5.400 |
LF | 0.1 |
| 0120 | STAMPED CONCRETE | 23379EC | 996.000 |
996.000 |
$57.250 |
SQYD | 0.2 |
| 0125 | LONGITUDINAL SAW CUT | 24969ED | 9,345.000 |
9,345.000 |
$2.750 |
LF | 0.1 |
Category Total $7,338,847.75 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0130 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 2,261.000 |
2,261.000 |
$40.000 |
TON | 0.3 |
| 0135 | ENTRANCE PIPE-18 IN | 00441 | 170.000 |
170.000 |
$76.500 |
LF | 0.0 |
| 0140 | PERFORATED PIPE-4 IN | 01000 | 21,911.000 |
21,911.000 |
$9.000 |
LF | 0.6 |
| 0145 | NON-PERFORATED PIPE-4 IN | 01010 | 325.000 |
325.000 |
$19.000 |
LF | 0.0 |
| 0150 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$6,900.000 |
LS | 0.0 |
| 0155 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 5.000 |
5.000 |
$585.000 |
EACH | 0.0 |
| 0160 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 2.000 |
2.000 |
$585.000 |
EACH | 0.0 |
| 0165 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 11.000 |
11.000 |
$700.000 |
EACH | 0.0 |
| 0170 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 89.000 |
89.000 |
$180.000 |
EACH | 0.1 |
| 0175 | STANDARD CURB AND GUTTER | 01810 | 29,346.000 |
29,346.000 |
$26.000 |
LF | 2.5 |
| 0180 | ISLAND CURB AND GUTTER | 01825 | 4,354.000 |
4,354.000 |
$34.000 |
LF | 0.5 |
| 0185 | STANDARD INTEGRAL CURB | 01830 | 670.000 |
670.000 |
$25.000 |
LF | 0.1 |
| 0190 | ISLAND INTEGRAL CURB | 01845 | 109.000 |
109.000 |
$40.000 |
LF | 0.0 |
| 0195 | STANDARD HEADER CURB | 01875 | 484.000 |
484.000 |
$31.000 |
LF | 0.0 |
| 0200 | ISLAND HEADER CURB TYPE 2 | 01891 | 830.000 |
830.000 |
$37.000 |
LF | 0.1 |
| 0205 | STANDARD BARRIER MEDIAN TYPE 3 | 01919 | 194.000 |
194.000 |
$169.000 |
SQYD | 0.1 |
| 0210 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 108.000 |
108.000 |
$16.000 |
EACH | 0.0 |
| 0215 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 4.000 |
4.000 |
$16.000 |
EACH | 0.0 |
| 0220 | CURB TO BARRIER WALL TRANS | 02001 | 2.000 |
2.000 |
$4,240.000 |
EACH | 0.0 |
| 0225 | RELOCATE TEMP CONC BARRIER | 02003 | 700.000 |
700.000 |
$11.000 |
LF | 0.0 |
| 0230 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$525.000 |
EACH | 0.0 |
| 0235 | REMOVE PAVEMENT | 02091 | 3,783.000 |
3,783.000 |
$8.000 |
SQYD | 0.1 |
| 0240 | TEMP DITCH | 02159 | 5,392.000 |
5,392.000 |
$2.000 |
LF | 0.0 |
| 0245 | CLEAN TEMP DITCH | 02160 | 2,696.000 |
2,696.000 |
$1.750 |
LF | 0.0 |
| 0250 | ROADWAY EXCAVATION | 02200 | 250,360.000 |
250,360.000 |
$11.000 |
CUYD | 9.0 |
| 0255 | WATER | 02242 | 250.000 |
250.000 |
$6.000 |
MGAL | 0.0 |
| 0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 6,444.000 |
6,444.000 |
$34.250 |
LF | 0.7 |
| 0265 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 7.000 |
7.000 |
$132.500 |
EACH | 0.0 |
| 0270 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 4.000 |
4.000 |
$4,240.000 |
EACH | 0.1 |
| 0275 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 6.000 |
6.000 |
$1,378.000 |
EACH | 0.0 |
| 0280 | REMOVE GUARDRAIL | 02381 | 4,112.000 |
4,112.000 |
$4.250 |
LF | 0.1 |
| 0285 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 1.000 |
1.000 |
$4,346.000 |
EACH | 0.0 |
| 0290 | TEMP GUARDRAIL | 02397 | 2,500.000 |
2,500.000 |
$19.000 |
LF | 0.2 |
| 0295 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 69.000 |
69.000 |
$229.000 |
EACH | 0.1 |
| 0300 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 3.000 |
3.000 |
$229.000 |
EACH | 0.0 |
| 0305 | WITNESS POST | 02432 | 74.000 |
74.000 |
$211.500 |
EACH | 0.1 |
| 0310 | CHANNEL LINING CLASS IA | 02482 | 34.000 |
34.000 |
$73.500 |
TON | 0.0 |
| 0315 | CHANNEL LINING CLASS II | 02483 | 2,925.000 |
2,925.000 |
$56.500 |
TON | 0.5 |
| 0320 | CHANNEL LINING CLASS III | 02484 | 5,707.000 |
5,707.000 |
$70.750 |
TON | 1.3 |
| 0325 | CLEARING AND GRUBBING -44 ACRES | 02545 | 1.000 |
1.000 |
$150,000.000 |
LS | 0.5 |
| 0330 | TEMPORARY SIGNS | 02562 | 1,000.000 |
1,000.000 |
$5.250 |
SQFT | 0.0 |
| 0335 | EDGE KEY | 02585 | 229.000 |
229.000 |
$22.750 |
LF | 0.0 |
| 0340 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 29,314.000 |
29,314.000 |
$2.000 |
SQYD | 0.2 |
| 0345 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$400,000.000 |
LS | 1.3 |
| 0350 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$7,500.000 |
EACH | 0.0 |
| 0355 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$20,000.000 |
EACH | 0.4 |
| 0360 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$12,900.000 |
LS | 0.0 |
| 0365 | SAFELOADING | 02690 | 534.400 |
534.400 |
$246.000 |
CUYD | 0.4 |
| 0370 | TEMP SILT FENCE | 02701 | 5,392.000 |
5,392.000 |
$4.000 |
LF | 0.1 |
| 0375 | SILT TRAP TYPE A | 02703 | 56.000 |
56.000 |
$310.000 |
EACH | 0.1 |
| 0380 | SILT TRAP TYPE B | 02704 | 56.000 |
56.000 |
$310.000 |
EACH | 0.1 |
| 0385 | SILT TRAP TYPE C | 02705 | 56.000 |
56.000 |
$310.000 |
EACH | 0.1 |
| 0390 | CLEAN SILT TRAP TYPE A | 02706 | 56.000 |
56.000 |
$1.000 |
EACH | 0.0 |
| 0395 | CLEAN SILT TRAP TYPE B | 02707 | 56.000 |
56.000 |
$1.000 |
EACH | 0.0 |
| 0400 | CLEAN SILT TRAP TYPE C | 02708 | 56.000 |
56.000 |
$1.000 |
EACH | 0.0 |
| 0405 | SIDEWALK-4 IN CONCRETE | 02720 | 1,123.000 |
1,123.000 |
$92.500 |
SQYD | 0.3 |
| 0410 | STAKING | 02726 | 1.000 |
1.000 |
$300,000.000 |
LS | 1.0 |
| 0415 | REMOVE STRUCTURE - CONCRETE SLAB BRIDGE 1 | 02731 | 1.000 |
1.000 |
$5,300.000 |
LS | 0.0 |
| 0420 | REMOVE STRUCTURE -CONCRETE SLAB BRIDGE 2 | 02731 | 1.000 |
1.000 |
$5,300.000 |
LS | 0.0 |
| 0425 | ARROW PANEL | 02775 | 6.000 |
6.000 |
$203.000 |
EACH | 0.0 |
| 0430 | RELOCATE CRASH CUSHION | 02898 | 2.000 |
2.000 |
$3,710.000 |
EACH | 0.0 |
| 0435 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 700.000 |
700.000 |
$66.000 |
LF | 0.2 |
| 0440 | EROSION CONTROL BLANKET | 05950 | 11,165.000 |
11,165.000 |
$2.400 |
SQYD | 0.1 |
| 0445 | TEMP MULCH | 05952 | 180,145.000 |
180,145.000 |
$0.350 |
SQYD | 0.2 |
| 0450 | TEMP SEEDING AND PROTECTION | 05953 | 135,109.000 |
135,109.000 |
$0.400 |
SQYD | 0.2 |
| 0455 | INITIAL FERTILIZER | 05963 | 5.000 |
5.000 |
$1,802.000 |
TON | 0.0 |
| 0460 | MAINTENANCE FERTILIZER | 05964 | 8.000 |
8.000 |
$1,802.000 |
TON | 0.0 |
| 0465 | SEEDING AND PROTECTION | 05985 | 154,057.000 |
154,057.000 |
$0.600 |
SQYD | 0.3 |
| 0470 | SODDING | 05990 | 22,900.000 |
22,900.000 |
$13.250 |
SQYD | 1.0 |
| 0475 | AGRICULTURAL LIMESTONE | 05992 | 168.000 |
168.000 |
$101.000 |
TON | 0.1 |
| 0480 | CONCRETE-CLASS A | 08100 | 19.000 |
19.000 |
$1,857.000 |
CUYD | 0.1 |
| 0485 | STEEL REINFORCEMENT | 08150 | 1,112.000 |
1,112.000 |
$2.000 |
LB | 0.0 |
| 0490 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | 2.000 |
2.000 |
$38,160.000 |
EACH | 0.2 |
| 0495 | FUEL ADJUSTMENT | 10020NS | 158,850.000 |
158,850.000 |
$1.000 |
DOLL | 0.5 |
| 0500 | ASPHALT ADJUSTMENT | 10030NS | 123,512.000 |
123,512.000 |
$1.000 |
DOLL | 0.4 |
| 0505 | JOINT ADHESIVE | 20071EC | 22,001.000 |
22,001.000 |
$1.100 |
LF | 0.1 |
| 0510 | TEMPORARY PIPE | 20166ES810 | 140.000 |
140.000 |
$293.000 |
LF | 0.1 |
| 0515 | OBJECT MARKER TY 3 | 20191ED | 5.000 |
5.000 |
$132.500 |
EACH | 0.0 |
| 0520 | TEMP CRASH CUSHION | 20738NS112 | 2.000 |
2.000 |
$6,360.000 |
EACH | 0.0 |
| 0525 | DETECTABLE WARNINGS | 23158ES505 | 1,133.000 |
1,133.000 |
$40.000 |
SQFT | 0.1 |
| 0530 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 122.000 |
122.000 |
$8.500 |
SQYD | 0.0 |
| 0535 | OBJECT MARKER TYPE 1 | 24640ED | 2.000 |
2.000 |
$590.000 |
EACH | 0.0 |
| 0540 | OBJECT MARKER TYPE 4 | 24805ED | 1.000 |
1.000 |
$632.000 |
EACH | 0.0 |
| 0545 | PIPELINE INSPECTION | 24814EC | 8,800.000 |
8,800.000 |
$3.200 |
LF | 0.1 |
| 0550 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | 5.000 |
5.000 |
$3,074.000 |
EACH | 0.1 |
| 8001 | REMOVE FENCE | 02265 | 0.000 |
130.000 |
$6.000 |
LF | 0.0 |
| 8003 | MOBILIZATION CLEARING AND GRUBBING EXTRA WORK | 02568 | 0.000 |
1.000 |
$6,195.000 |
LS | 0.0 |
Category Total $7,684,696.05 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0555 | CULVERT PIPE-15 IN | 00461 | 72.000 |
72.000 |
$88.000 |
LF | 0.0 |
| 0560 | CULVERT PIPE-72 IN | 00474 | 34.000 |
34.000 |
$653.000 |
LF | 0.1 |
| 0565 | STORM SEWER PIPE-15 IN | 00521 | 4,948.000 |
4,948.000 |
$95.000 |
LF | 1.5 |
| 0570 | STORM SEWER PIPE-18 IN | 00522 | 2,791.000 |
2,791.000 |
$110.000 |
LF | 1.0 |
| 0575 | STORM SEWER PIPE-24 IN | 00524 | 549.000 |
549.000 |
$111.000 |
LF | 0.2 |
| 0580 | STORM SEWER PIPE-30 IN | 00526 | 488.000 |
488.000 |
$179.000 |
LF | 0.3 |
| 0585 | STORM SEWER PIPE-36 IN | 00528 | 150.000 |
150.000 |
$198.000 |
LF | 0.1 |
| 0590 | STORM SEWER PIPE-42 IN | 00529 | 154.000 |
154.000 |
$218.000 |
LF | 0.1 |
| 0595 | PIPE CULVERT HEADWALL-15 IN | 01202 | 4.000 |
4.000 |
$2,645.000 |
EACH | 0.0 |
| 0600 | PIPE CULVERT HEADWALL-18 IN | 01204 | 13.000 |
13.000 |
$2,681.000 |
EACH | 0.1 |
| 0605 | PIPE CULVERT HEADWALL-24 IN | 01208 | 3.000 |
3.000 |
$3,345.000 |
EACH | 0.0 |
| 0610 | PIPE CULVERT HEADWALL-30 IN | 01210 | 5.000 |
5.000 |
$4,141.000 |
EACH | 0.1 |
| 0615 | PIPE CULVERT HEADWALL-36 IN | 01212 | 2.000 |
2.000 |
$5,694.000 |
EACH | 0.0 |
| 0620 | PIPE CULVERT HEADWALL-42 IN | 01214 | 2.000 |
2.000 |
$6,060.000 |
EACH | 0.0 |
| 0625 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 2.000 |
2.000 |
$3,095.000 |
EACH | 0.0 |
| 0630 | CURB BOX INLET TYPE A | 01456 | 96.000 |
96.000 |
$5,700.000 |
EACH | 1.8 |
| 0635 | CURB BOX INLET TYPE A T | 01458 | 1.000 |
1.000 |
$4,369.000 |
EACH | 0.0 |
| 0640 | CURB BOX INLET TYPE B | 01480 | 1.000 |
1.000 |
$7,340.000 |
EACH | 0.0 |
| 0645 | DROP BOX INLET TYPE 1 | 01490 | 3.000 |
3.000 |
$6,418.000 |
EACH | 0.1 |
| 0650 | DROP BOX INLET TYPE 2 | 01493 | 3.000 |
3.000 |
$7,050.000 |
EACH | 0.1 |
| 0655 | DROP BOX INLET TYPE 10 | 01541 | 1.000 |
1.000 |
$3,785.000 |
EACH | 0.0 |
| 0660 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$3,051.000 |
EACH | 0.0 |
| 0665 | DROP BOX INLET TYPE 13G | 01559 | 13.000 |
13.000 |
$2,945.000 |
EACH | 0.1 |
| 0670 | JUNCTION BOX-18 IN | 01642 | 2.000 |
2.000 |
$1,823.000 |
EACH | 0.0 |
| 0675 | MANHOLE TYPE A | 01756 | 5.000 |
5.000 |
$3,947.000 |
EACH | 0.1 |
| 0680 | MANHOLE TYPE B | 01761 | 1.000 |
1.000 |
$6,607.000 |
EACH | 0.0 |
| 0685 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$7,616.000 |
EACH | 0.0 |
Category Total $1,805,080.00 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - 28631 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0690 | STRUCTURE GRANULAR BACKFILL | 02231 | 340.000 |
340.000 |
$95.500 |
CUYD | 0.1 |
| 0695 | REMOVE CONCRETE MASONRY | 02403 | 164.300 |
164.300 |
$1,961.000 |
CUYD | 1.0 |
| 0700 | ARMORED EDGE FOR CONCRETE | 03299 | 81.800 |
81.800 |
$100.750 |
LF | 0.0 |
| 0705 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$79,500.000 |
LS | 0.3 |
| 0710 | CYCLOPEAN STONE RIP RAP | 08019 | 887.000 |
887.000 |
$79.500 |
TON | 0.2 |
| 0715 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 473.000 |
473.000 |
$63.500 |
TON | 0.1 |
| 0720 | TEST PILES | 08033 | 57.000 |
57.000 |
$371.000 |
LF | 0.1 |
| 0725 | PILES-STEEL HP14X89 | 08051 | 269.000 |
269.000 |
$185.500 |
LF | 0.2 |
| 0730 | PILE POINTS-14 IN | 08095 | 13.000 |
13.000 |
$238.500 |
EACH | 0.0 |
| 0735 | CONCRETE-CLASS A | 08100 | 274.100 |
274.100 |
$1,638.000 |
CUYD | 1.5 |
| 0740 | CONCRETE-CLASS AA | 08104 | 820.300 |
820.300 |
$1,399.000 |
CUYD | 3.7 |
| 0745 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | 1,734.000 |
1,734.000 |
$69.000 |
EACH | 0.4 |
| 0750 | STEEL REINFORCEMENT | 08150 | 50,869.000 |
50,869.000 |
$2.100 |
LB | 0.3 |
| 0755 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 243,106.000 |
243,106.000 |
$1.800 |
LB | 1.4 |
| 0760 | PRECAST PC I BEAM TYPE 3 | 08633 | 2,578.000 |
2,578.000 |
$546.000 |
LF | 4.6 |
| 0765 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | 870.900 |
0.000 |
$260.000 |
LF | 0.7 |
| 0770 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | 54.000 |
54.000 |
$2,650.000 |
LF | 0.5 |
| 0775 | DRILLED SHAFT 60 IN-COMMON | 20744ED | 60.000 |
60.000 |
$1,961.000 |
LF | 0.4 |
| 0780 | ROCK SOUNDINGS | 20745ED | 42.000 |
42.000 |
$31.800 |
LF | 0.0 |
| 0785 | ROCK CORINGS | 20746ED | 232.000 |
232.000 |
$111.300 |
LF | 0.1 |
| 0790 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | 26.000 |
26.000 |
$2,650.000 |
LF | 0.2 |
| 0795 | CONCRETE SEALING | 23378EC | 60,131.000 |
60,131.000 |
$1.350 |
SQFT | 0.3 |
| 0800 | DECK DRAIN | 23813EC | 16.000 |
16.000 |
$1,325.000 |
EACH | 0.1 |
| 0805 | BICYCLE RAIL | 23849EC | 870.900 |
870.900 |
$196.000 |
LF | 0.6 |
| 0810 | MECHANICAL REINF COUPLER-#7 EPOXY COATED | 24404EC | 868.000 |
868.000 |
$122.000 |
EACH | 0.3 |
| 0815 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | 870.900 |
870.900 |
$206.750 |
LF | 0.6 |
| 8000 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | 0.000 |
30.700 |
$2,208.430 |
LF | 0.0 |
| 8006 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | 0.000 |
870.900 |
$245.250 |
LF | 0.0 |
Category Total $5,427,606.87 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - 28774 - RCBC |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0820 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 125.000 |
125.000 |
$106.000 |
CUYD | 0.0 |
| 0825 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$44,520.000 |
LS | 0.1 |
| 0830 | CONCRETE-CLASS A | 08100 | 331.400 |
331.400 |
$1,007.000 |
CUYD | 1.1 |
| 0835 | STEEL REINFORCEMENT | 08150 | 56,121.000 |
56,121.000 |
$1.800 |
LB | 0.3 |
Category Total $492,507.60 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE - 28775 - RCBC |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 120.000 |
120.000 |
$106.000 |
CUYD | 0.0 |
| 0845 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$37,100.000 |
LS | 0.1 |
| 0850 | CONCRETE-CLASS A | 08100 | 242.000 |
242.000 |
$980.500 |
CUYD | 0.8 |
| 0855 | STEEL REINFORCEMENT | 08150 | 41,434.000 |
41,434.000 |
$1.800 |
LB | 0.2 |
Category Total $361,682.20 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0007 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0860 | S MANHOLE | 15092 | 8.000 |
8.000 |
$6,576.000 |
EACH | 0.2 |
| 0865 | S MANHOLE ABANDON/REMOVE | 15093 | 5.000 |
5.000 |
$1,400.000 |
EACH | 0.0 |
| 0870 | S MANHOLE ADJUST TO GRADE | 15094 | 5.000 |
5.000 |
$1,912.000 |
EACH | 0.0 |
| 0875 | S MANHOLE TAP EXISTING | 15099 | 6.000 |
6.000 |
$4,100.000 |
EACH | 0.1 |
| 0880 | S PIPE DUCTILE IRON 08 INCH | 15104 | 7.000 |
7.000 |
$478.000 |
LF | 0.0 |
| 0885 | S PIPE DUCTILE IRON 12 INCH | 15106 | 26.000 |
26.000 |
$328.000 |
LF | 0.0 |
| 0890 | S PIPE PVC 08 INCH | 15112 | 302.000 |
302.000 |
$99.000 |
LF | 0.1 |
| 0895 | S PIPE PVC 10 INCH | 15113 | 556.000 |
556.000 |
$137.000 |
LF | 0.2 |
| 0900 | S PIPE PVC 12 INCH | 15114 | 478.000 |
478.000 |
$144.000 |
LF | 0.2 |
| 0905 | S FORCE MAIN DCTL IRON RSTRND 18 IN | 15142 | 4,940.000 |
4,940.000 |
$390.000 |
LF | 6.3 |
| 8004 | S PIPE PVC 15 INCH | 15137 | 0.000 |
454.000 |
$129.455 |
LF | 0.0 |
| 8005 | S PIPE SPECIAL PVC 18 INCH | 15118 | 0.000 |
70.000 |
$375.890 |
LF | 0.0 |
Category Total $2,207,144.00 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0008 | CATEGORY Description | SIGNING/STRIPING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 1,077.000 |
1,077.000 |
$54.000 |
SQFT | 0.2 |
| 0915 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 483.000 |
483.000 |
$57.000 |
SQFT | 0.1 |
| 0920 | STEEL POST TYPE 1 | 06410 | 1,839.000 |
1,839.000 |
$37.000 |
LF | 0.2 |
| 0925 | STEEL POST TYPE 2 | 06411 | 119.000 |
119.000 |
$35.000 |
LF | 0.0 |
| 0930 | CLASS A CONCRETE FOR SIGNS | 06490 | 35.100 |
35.100 |
$2,695.000 |
CUYD | 0.3 |
| 0935 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 47,200.000 |
47,200.000 |
$0.300 |
LF | 0.0 |
| 0940 | PAVE STRIPING-THERMO-6 IN W | 06542 | 12,291.000 |
12,291.000 |
$1.250 |
LF | 0.1 |
| 0945 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 25,271.000 |
25,271.000 |
$1.250 |
LF | 0.1 |
| 0950 | PAVE STRIPING-THERMO-12 IN W | 06546 | 851.000 |
851.000 |
$5.500 |
LF | 0.0 |
| 0955 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | 218.000 |
218.000 |
$8.500 |
LF | 0.0 |
| 0960 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | 1,007.000 |
1,007.000 |
$8.500 |
LF | 0.0 |
| 0965 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 1,851.000 |
1,851.000 |
$5.500 |
LF | 0.0 |
| 0970 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 63.000 |
63.000 |
$10.750 |
LF | 0.0 |
| 0975 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 1,373.000 |
1,373.000 |
$5.500 |
SQFT | 0.0 |
| 0980 | PAVE MARKING-THERMO STR ARROW | 06573 | 4.000 |
4.000 |
$117.000 |
EACH | 0.0 |
| 0985 | PAVE MARKING-THERMO CURV ARROW | 06574 | 16.000 |
16.000 |
$138.000 |
EACH | 0.0 |
| 0990 | PAVE MARKING-THERMO COMB ARROW | 06575 | 10.000 |
10.000 |
$159.000 |
EACH | 0.0 |
| 0995 | PAVE MARKING-THERMO ONLY | 06576 | 7.000 |
7.000 |
$292.000 |
EACH | 0.0 |
| 1000 | PAVE MARKING-THERMO MERGE ARROW | 06578 | 2.000 |
2.000 |
$371.000 |
EACH | 0.0 |
| 1005 | INLAID PAVEMENT MARKER-MW | 06610 | 245.000 |
245.000 |
$34.000 |
EACH | 0.0 |
| 1010 | INLAID PAVEMENT MARKER-BY | 06612 | 142.000 |
142.000 |
$34.000 |
EACH | 0.0 |
| 1015 | REMOVE & RESET TRAFFIC SIGN | 20194ED | 1.000 |
1.000 |
$695.000 |
EACH | 0.0 |
| 1020 | GMSS TYPE D | 21596ND | 158.000 |
158.000 |
$705.000 |
EACH | 0.4 |
| 1025 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | 130.000 |
130.000 |
$26.500 |
LF | 0.0 |
| 1030 | PAVE MARK-THERMO-YIELD | 24114EC | 13.000 |
13.000 |
$371.000 |
EACH | 0.0 |
| 1035 | ROUNDABOUT ARROW | 24115EC | 20.000 |
20.000 |
$530.000 |
EACH | 0.0 |
| 1040 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | 2.000 |
2.000 |
$159.000 |
EACH | 0.0 |
| 1045 | BARCODE SIGN INVENTORY | 24631EC | 267.000 |
267.000 |
$53.000 |
EACH | 0.0 |
| 1050 | PAVE MARKING-THERMO U-TURN | 24889EC | 3.000 |
3.000 |
$265.000 |
EACH | 0.0 |
Category Total $513,533.25 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0009 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1055 | POLE 40 FT MTG HT | 04701 | 21.000 |
21.000 |
$1,865.600 |
EACH | 0.1 |
| 1060 | BRACKET 4 FT | 04720 | 2.000 |
2.000 |
$270.000 |
EACH | 0.0 |
| 1065 | BRACKET 10 FT | 04723 | 1.000 |
1.000 |
$535.000 |
EACH | 0.0 |
| 1070 | BRACKET 15 FT | 04725 | 18.000 |
18.000 |
$610.000 |
EACH | 0.0 |
| 1075 | POLE BASE | 04740 | 21.000 |
21.000 |
$2,650.000 |
EACH | 0.2 |
| 1080 | TRANSFORMER BASE | 04750 | 21.000 |
21.000 |
$1,166.000 |
EACH | 0.1 |
| 1085 | LIGHTING CONTROL EQUIPMENT | 04761 | 2.000 |
2.000 |
$15,900.000 |
EACH | 0.1 |
| 1090 | FUSED CONNECTOR KIT | 04780 | 42.000 |
42.000 |
$111.000 |
EACH | 0.0 |
| 1095 | CONDUIT-3 IN | 04797 | 1,080.000 |
1,080.000 |
$37.000 |
LF | 0.1 |
| 1100 | TRENCHING AND BACKFILLING | 04820 | 2,831.000 |
2,831.000 |
$12.750 |
LF | 0.1 |
| 1105 | OPEN CUT ROADWAY | 04821 | 132.000 |
132.000 |
$26.500 |
LF | 0.0 |
| 1110 | WIRE-NO. 12 | 04832 | 3,384.000 |
3,384.000 |
$2.100 |
LF | 0.0 |
| 1115 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 10.000 |
10.000 |
$1,145.000 |
EACH | 0.0 |
| 1120 | LED LUMINAIRE | 24589ED | 21.000 |
21.000 |
$540.000 |
EACH | 0.0 |
| 1125 | CABLE-NO. 10/3C DUCTED | 24851EC | 3,755.000 |
3,755.000 |
$8.000 |
LF | 0.1 |
Category Total $307,320.25 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0010 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1130 | W AIR RELEASE VALVE 1 INCH | 14000 | 14.000 |
14.000 |
$5,275.000 |
EACH | 0.2 |
| 1135 | W ENCASEMENT CONCRETE | 14005 | 20.000 |
20.000 |
$163.000 |
LF | 0.0 |
| 1140 | W FIRE HYDRANT ASSEMBLY | 14019 | 11.000 |
11.000 |
$9,050.000 |
EACH | 0.3 |
| 1145 | W METER RELOCATE | 14030 | 4.000 |
4.000 |
$1,025.000 |
EACH | 0.0 |
| 1150 | W PIPE DUCTILE IRON 12 INCH | 14039 | 5,600.000 |
5,600.000 |
$170.000 |
LF | 3.1 |
| 1155 | W PIPE DUCTILE IRON 16 INCH | 14040 | 240.000 |
240.000 |
$262.000 |
LF | 0.2 |
| 1160 | W PIPE DUCTILE IRON 24 INCH | 14042 | 2,500.000 |
2,500.000 |
$400.000 |
LF | 3.3 |
| 1165 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | 980.000 |
980.000 |
$231.000 |
LF | 0.7 |
| 1170 | W PIPE DCTL IRON RSTRND JOINT 16 IN | 14051 | 260.000 |
260.000 |
$332.000 |
LF | 0.3 |
| 1175 | W PIPE DCTL IRON RSTRND JOINT 24 IN | 14053 | 620.000 |
620.000 |
$645.000 |
LF | 1.3 |
| 1180 | W TIE-IN 08 INCH | 14095 | 1.000 |
1.000 |
$3,755.000 |
EACH | 0.0 |
| 1185 | W TIE-IN 12 INCH | 14097 | 8.000 |
8.000 |
$4,865.000 |
EACH | 0.1 |
| 1190 | W TIE-IN 24 INCH | 14100 | 2.000 |
2.000 |
$13,915.000 |
EACH | 0.1 |
| 1195 | W VALVE 08 INCH | 14106 | 1.000 |
1.000 |
$2,655.000 |
EACH | 0.0 |
| 1200 | W VALVE 12 INCH | 14108 | 21.000 |
21.000 |
$5,110.000 |
EACH | 0.3 |
| 1205 | W VALVE 16 INCH | 14109 | 4.000 |
4.000 |
$14,918.000 |
EACH | 0.2 |
| 1210 | W VALVE 24 INCH | 14111 | 3.000 |
3.000 |
$52,645.000 |
EACH | 0.5 |
| 1215 | W SERV COPPER LONG SIDE 1 IN | 14145 | 3.000 |
3.000 |
$4,910.000 |
EACH | 0.0 |
| 1220 | W SERV COPPER SHORT SIDE 1 IN | 14149 | 1.000 |
1.000 |
$1,635.000 |
EACH | 0.0 |
| 8002 | W FIRE HYDRANT RELOCATE | 14020 | 0.000 |
1.000 |
$8,109.430 |
EACH | 0.0 |
Category Total $3,322,682.00 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0011 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1225 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4 OPERATOR | 02742 | 1,400.000 |
1,400.000 |
$70.000 |
HOUR | 0.3 |
Category Total $98,000.00 |
| SM- Project | DE05905362335 | CATEGORY NUMBER | 0012 | CATEGORY Description | DEMOBILIZATION/MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1230 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$734,575.000 |
LS | 2.4 |
| 1235 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$457,050.000 |
LS | 1.5 |
Category Total $1,191,625.00 |