|
Item List 241306 |
Date:07/25/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 241306 | Primary Project Number | DE01300152406 |
| Contract Description | KY 15 | ||
| Primary County | BREATHITT | Fed/St Number | NHPP 0151 (090) |
| Vendor ID | 03623 | Vendor Name | TRITON CONSTRUCTION INC |
| Bid Amount | $ 49,552,000.00 | ||
| SM- Project | DE01300152406 |
| Fed/State Number | NHPP 0151 (090) |
| Project Description | KY 15 |
| *********** |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 10,295.000 |
10,295.000 |
$41.400 |
TON | 0.9 |
| 0010 | TRAFFIC BOUND BASE | 00020 | 1,063.000 |
1,063.000 |
$65.000 |
TON | 0.1 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 11.350 |
11.350 |
$900.000 |
TON | 0.0 |
| 0020 | ASPHALT SEAL COAT | 00103 | 1.360 |
1.360 |
$2,000.000 |
TON | 0.0 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 9,070.000 |
9,070.000 |
$136.150 |
TON | 2.5 |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 1,544.000 |
1,544.000 |
$131.350 |
TON | 0.4 |
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 4,544.000 |
4,544.000 |
$131.350 |
TON | 1.2 |
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 825.000 |
825.000 |
$141.100 |
TON | 0.2 |
| 0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 1,409.000 |
1,409.000 |
$146.250 |
TON | 0.4 |
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 3,533.000 |
3,533.000 |
$146.250 |
TON | 1.0 |
| 0055 | JPC PAVEMENT-9 IN | 02073 | 5,008.000 |
5,008.000 |
$245.000 |
SQYD | 2.5 |
| 0060 | JPC PAVEMENT-8 IN | 02084 | 588.000 |
588.000 |
$270.000 |
SQYD | 0.3 |
| 0065 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$8,500.000 |
LS | 0.0 |
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 3,873.000 |
3,873.000 |
$23.000 |
TON | 0.2 |
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 31.980 |
31.980 |
$1,200.000 |
TON | 0.1 |
Category Total $4,903,632.30 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0080 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$7,600.000 |
LS | 0.0 |
| 0085 | ADJUST MANHOLE | 01792 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 0090 | STANDARD CURB AND GUTTER | 01810 | 10,215.000 |
10,215.000 |
$70.000 |
LF | 1.4 |
| 0095 | STANDARD CURB AND GUTTER MOD | 01811 | 1,270.000 |
1,270.000 |
$81.000 |
LF | 0.2 |
| 0100 | STANDARD HEADER CURB | 01875 | 142.000 |
142.000 |
$95.000 |
LF | 0.0 |
| 0105 | MOUNTABLE MEDIAN TYPE 1A | 01945 | 282.000 |
282.000 |
$220.000 |
SQYD | 0.1 |
| 0110 | MOUNTABLE MEDIAN TYPE 3A | 01947 | 108.000 |
108.000 |
$220.000 |
SQYD | 0.0 |
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 24.000 |
24.000 |
$15.970 |
EACH | 0.0 |
| 0120 | BARRICADE-TYPE III | 02014 | 30.000 |
30.000 |
$150.000 |
EACH | 0.0 |
| 0125 | REMOVE PAVEMENT | 02091 | 743.000 |
743.000 |
$15.000 |
SQYD | 0.0 |
| 0130 | TEMP DITCH | 02159 | 3,744.000 |
3,744.000 |
$3.000 |
LF | 0.0 |
| 0135 | CLEAN TEMP DITCH | 02160 | 1,872.000 |
1,872.000 |
$2.000 |
LF | 0.0 |
| 0140 | ROADWAY EXCAVATION | 02200 | 607,693.000 |
622,517.000 |
$27.500 |
CUYD | 33.7 |
| 0145 | WATER | 02242 | 269.000 |
269.000 |
$150.000 |
MGAL | 0.1 |
| 0150 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 1,293.000 |
1,293.000 |
$9.170 |
LF | 0.0 |
| 0155 | FENCE-4 FT CHAIN LINK | 02273 | 878.000 |
878.000 |
$30.460 |
LF | 0.1 |
| 0160 | DOUBLE VEHICULAR WOVEN WIRE GATE | 02289 | 4.000 |
4.000 |
$8,320.770 |
EACH | 0.1 |
| 0165 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,526.000 |
2,526.000 |
$35.480 |
LF | 0.2 |
| 0170 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$85.130 |
EACH | 0.0 |
| 0175 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 2.000 |
2.000 |
$4,017.030 |
EACH | 0.0 |
| 0180 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 4.000 |
4.000 |
$1,415.360 |
EACH | 0.0 |
| 0185 | REMOVE GUARDRAIL | 02381 | 3,688.000 |
3,688.000 |
$3.350 |
LF | 0.0 |
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 48.000 |
48.000 |
$224.700 |
EACH | 0.0 |
| 0195 | WITNESS POST | 02432 | 48.000 |
48.000 |
$207.490 |
EACH | 0.0 |
| 0200 | CHANNEL LINING CLASS II | 02483 | 1,123.000 |
1,123.000 |
$74.000 |
TON | 0.2 |
| 0205 | CHANNEL LINING CLASS III | 02484 | 615.000 |
615.000 |
$73.000 |
TON | 0.1 |
| 0210 | CHANNEL LINING CLASS IV | 02488 | 12,980.000 |
12,980.000 |
$25.000 |
CUYD | 0.7 |
| 0215 | CLEARING AND GRUBBING (APPR 53 ACRES) | 02545 | 1.000 |
1.000 |
$1,498,259.300 |
LS | 3.0 |
| 0220 | CONCRETE-CLASS B FENCE | 02555 | 13.800 |
13.800 |
$2,200.000 |
CUYD | 0.1 |
| 0225 | TEMPORARY SIGNS | 02562 | 1,000.000 |
1,000.000 |
$7.000 |
SQFT | 0.0 |
| 0230 | EDGE KEY | 02585 | 267.000 |
267.000 |
$30.000 |
LF | 0.0 |
| 0235 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 43,672.000 |
43,672.000 |
$4.000 |
SQYD | 0.4 |
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$550,000.000 |
LS | 1.1 |
| 0245 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 3.000 |
3.000 |
$15,000.000 |
EACH | 0.1 |
| 0250 | SAFELOADING | 02690 | 71.000 |
71.000 |
$500.000 |
CUYD | 0.1 |
| 0255 | SETTLEMENT PLATFORM | 02692 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0260 | SHOULDER RUMBLE STRIPS | 02696 | 7,012.000 |
7,012.000 |
$1.000 |
LF | 0.0 |
| 0265 | TEMP SILT FENCE | 02701 | 3,744.000 |
3,744.000 |
$4.000 |
LF | 0.0 |
| 0270 | SILT TRAP TYPE A | 02703 | 59.000 |
59.000 |
$230.000 |
EACH | 0.0 |
| 0275 | SILT TRAP TYPE B | 02704 | 59.000 |
59.000 |
$160.000 |
EACH | 0.0 |
| 0280 | SILT TRAP TYPE C | 02705 | 59.000 |
59.000 |
$200.000 |
EACH | 0.0 |
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | 59.000 |
59.000 |
$100.000 |
EACH | 0.0 |
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | 59.000 |
59.000 |
$60.000 |
EACH | 0.0 |
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | 59.000 |
59.000 |
$60.000 |
EACH | 0.0 |
| 0300 | SIDEWALK-4 IN CONCRETE | 02720 | 7,682.000 |
7,682.000 |
$55.000 |
SQYD | 0.9 |
| 0305 | STAKING | 02726 | 1.000 |
1.000 |
$300,000.000 |
LS | 0.6 |
| 0310 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 2,000.000 |
2,000.000 |
$60.000 |
LF | 0.2 |
| 0315 | STEEL PIPE-2 1/2 IN | 03340 | 58.000 |
58.000 |
$28.000 |
LF | 0.0 |
| 0320 | STEEL PIPE-4 IN | 03343 | 58.000 |
58.000 |
$35.000 |
LF | 0.0 |
| 0325 | TEMP SIGNAL | 04935 | 1.000 |
1.000 |
$50,770.000 |
LS | 0.1 |
| 0330 | EROSION CONTROL BLANKET | 05950 | 2,370.000 |
2,370.000 |
$3.370 |
SQYD | 0.0 |
| 0335 | TEMP MULCH | 05952 | 192,849.000 |
192,849.000 |
$0.300 |
SQYD | 0.1 |
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | 143,917.000 |
143,917.000 |
$0.330 |
SQYD | 0.1 |
| 0345 | INITIAL FERTILIZER | 05963 | 9.000 |
9.000 |
$1,150.360 |
TON | 0.0 |
| 0350 | MAINTENANCE FERTILIZER | 05964 | 15.000 |
15.000 |
$1,150.360 |
TON | 0.0 |
| 0355 | SEEDING AND PROTECTION | 05985 | 287,835.000 |
287,835.000 |
$1.040 |
SQYD | 0.6 |
| 0360 | AGRICULTURAL LIMESTONE | 05992 | 178.400 |
178.400 |
$82.220 |
TON | 0.0 |
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 48,670.000 |
48,670.000 |
$0.250 |
LF | 0.0 |
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 11,700.000 |
11,700.000 |
$0.300 |
LF | 0.0 |
| 0375 | PAVE STRIPING-THERMO-6 IN W | 06542 | 17,883.000 |
17,883.000 |
$1.600 |
LF | 0.1 |
| 0380 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 14,900.000 |
14,900.000 |
$1.600 |
LF | 0.0 |
| 0385 | PAVE STRIPING-THERMO-12 IN W | 06546 | 1,103.000 |
1,103.000 |
$4.000 |
LF | 0.0 |
| 0390 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 200.000 |
200.000 |
$4.000 |
LF | 0.0 |
| 0395 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 630.000 |
630.000 |
$12.000 |
LF | 0.0 |
| 0400 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 340.000 |
340.000 |
$8.000 |
SQFT | 0.0 |
| 0405 | PAVE MARKING-THERMO CURV ARROW | 06574 | 68.000 |
68.000 |
$135.000 |
EACH | 0.0 |
| 0410 | PAVE MARKING-THERMO COMB ARROW | 06575 | 13.000 |
13.000 |
$185.000 |
EACH | 0.0 |
| 0415 | PAVE MARKING-THERMO MERGE ARROW | 06578 | 5.000 |
5.000 |
$400.000 |
EACH | 0.0 |
| 0420 | INLAID PAVEMENT MARKER-MW | 06610 | 318.000 |
318.000 |
$36.000 |
EACH | 0.0 |
| 0425 | INLAID PAVEMENT MARKER-BY | 06612 | 299.000 |
299.000 |
$36.000 |
EACH | 0.0 |
| 0430 | FUEL ADJUSTMENT | 10020NS | 143,001.000 |
143,001.000 |
$1.000 |
DOLL | 0.3 |
| 0435 | ASPHALT ADJUSTMENT | 10030NS | 81,808.000 |
81,808.000 |
$1.000 |
DOLL | 0.2 |
| 0440 | JOINT ADHESIVE | 20071EC | 6,361.000 |
6,361.000 |
$2.500 |
LF | 0.0 |
| 0445 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 564.000 |
564.000 |
$7.000 |
LF | 0.0 |
| 0450 | TEMPORARY PIPE | 20166ES810 | 180.000 |
180.000 |
$170.000 |
LF | 0.1 |
| 0455 | OBJECT MARKER TY 3 | 20191ED | 2.000 |
2.000 |
$65.040 |
EACH | 0.0 |
| 0460 | LAW ENFORCEMENT OFFICER | 20411ED | 120.000 |
120.000 |
$70.000 |
HOUR | 0.0 |
| 0465 | SAWCUT PAVEMENT | 20550ND | 6,361.000 |
6,361.000 |
$4.500 |
LF | 0.1 |
| 0470 | TEMP CRASH CUSHION | 20738NS112 | 2.000 |
2.000 |
$870.840 |
EACH | 0.0 |
| 0475 | LONGITUDINAL EDGE KEY | 21289ED | 6,361.000 |
6,361.000 |
$3.250 |
LF | 0.0 |
| 0480 | RELOCATE SIGNAL HEAD | 21659NN | 28.000 |
28.000 |
$250.000 |
EACH | 0.0 |
| 0485 | WATER BLASTING EXISTING STRIPE | 22664EN | 2,200.000 |
2,200.000 |
$5.000 |
LF | 0.0 |
| 0490 | PEDESTRIAN SAFETY FENCE | 23119EN | 293.000 |
293.000 |
$65.000 |
LF | 0.0 |
| 0495 | DETECTABLE WARNINGS | 23158ES505 | 675.000 |
675.000 |
$50.000 |
SQFT | 0.1 |
| 0500 | PAVE MARK TY 1 TAPE X-WALK-12 IN | 23264ES717 | 401.000 |
401.000 |
$20.000 |
LF | 0.0 |
| 0505 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | 98.000 |
98.000 |
$40.000 |
LF | 0.0 |
| 0510 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | 11.000 |
11.000 |
$550.000 |
EACH | 0.0 |
| 0515 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 18.000 |
18.000 |
$30.000 |
SQYD | 0.0 |
| 0520 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | 95.000 |
95.000 |
$7.000 |
SQFT | 0.0 |
| 0525 | PAVE STRIPE-WET REF TAPE-4 IN Y | 23869EC | 260.000 |
260.000 |
$8.000 |
LF | 0.0 |
| 0530 | PAVE STRIPE-WET REF TAPE-4 IN W | 23870EC | 494.000 |
494.000 |
$8.000 |
LF | 0.0 |
| 0535 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | 1,808.000 |
1,808.000 |
$11.000 |
LF | 0.0 |
| 0540 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | 1,365.000 |
1,365.000 |
$11.000 |
LF | 0.0 |
| 0545 | PIPELINE INSPECTION | 24814EC | 8,465.000 |
8,465.000 |
$2.800 |
LF | 0.0 |
| 0550 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$100,000.000 |
LS | 0.2 |
| 0555 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | 160.000 |
160.000 |
$380.000 |
LF | 0.1 |
| 0560 | PVC FOLD AND FORM PIPE LINER-36 IN | 24865EC | 222.000 |
222.000 |
$435.000 |
LF | 0.2 |
| 0565 | REMOVE (PRIVATE RECREATIONAL VEHICLE HOOK-UP-EL | 24894EC | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 0570 | REMOVE (PRIVATE RECREATIONAL VEHICLE HOOK-UP-SA | 24894EC | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 0575 | REMOVE (PRIVATE RECREATIONAL VEHICLE HOOK-UP-WA | 24894EC | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 8000 | EW~ Environmental Study | 10090NX | 0.000 |
1.000 |
$27,820.000 |
LS | 0.0 |
Category Total $23,021,765.13 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0580 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 24.000 |
24.000 |
$48.100 |
TON | 0.0 |
| 0585 | ENTRANCE PIPE-15 IN | 00440 | 205.000 |
205.000 |
$55.000 |
LF | 0.0 |
| 0590 | ENTRANCE PIPE-30 IN | 00445 | 286.000 |
286.000 |
$68.320 |
LF | 0.0 |
| 0595 | CULVERT PIPE-15 IN | 00461 | 269.000 |
269.000 |
$58.310 |
LF | 0.0 |
| 0600 | CULVERT PIPE-18 IN | 00462 | 132.000 |
132.000 |
$68.000 |
LF | 0.0 |
| 0605 | CULVERT PIPE-24 IN | 00464 | 132.000 |
132.000 |
$82.820 |
LF | 0.0 |
| 0610 | CULVERT PIPE-30 IN | 00466 | 58.000 |
58.000 |
$88.880 |
LF | 0.0 |
| 0615 | STORM SEWER PIPE-15 IN | 00521 | 5,046.000 |
5,046.000 |
$58.210 |
LF | 0.6 |
| 0620 | STORM SEWER PIPE-18 IN | 00522 | 2,444.000 |
2,444.000 |
$75.000 |
LF | 0.4 |
| 0625 | STORM SEWER PIPE-24 IN | 00524 | 235.000 |
235.000 |
$84.000 |
LF | 0.0 |
| 0630 | STORM SEWER PIPE-30 IN | 00526 | 13.000 |
13.000 |
$91.140 |
LF | 0.0 |
| 0635 | STORM SEWER PIPE-36 IN | 00528 | 203.000 |
203.000 |
$106.000 |
LF | 0.0 |
| 0640 | STORM SEWER PIPE-42 IN | 00529 | 522.000 |
522.000 |
$122.330 |
LF | 0.1 |
| 0645 | PERFORATED PIPE-4 IN | 01000 | 736.000 |
736.000 |
$5.520 |
LF | 0.0 |
| 0650 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | 9,212.000 |
9,212.000 |
$6.230 |
LF | 0.1 |
| 0655 | NON-PERFORATED PIPE-4 IN | 01010 | 680.000 |
680.000 |
$5.520 |
LF | 0.0 |
| 0660 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 7.000 |
7.000 |
$688.000 |
EACH | 0.0 |
| 0665 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 3.000 |
3.000 |
$768.000 |
EACH | 0.0 |
| 0670 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 12.000 |
12.000 |
$861.000 |
EACH | 0.0 |
| 0675 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 2.000 |
2.000 |
$886.000 |
EACH | 0.0 |
| 0680 | PIPE CULVERT HEADWALL-15 IN | 01202 | 13.000 |
13.000 |
$954.000 |
EACH | 0.0 |
| 0685 | PIPE CULVERT HEADWALL-18 IN | 01204 | 5.000 |
5.000 |
$1,065.000 |
EACH | 0.0 |
| 0690 | PIPE CULVERT HEADWALL-24 IN | 01208 | 4.000 |
4.000 |
$1,288.000 |
EACH | 0.0 |
| 0695 | PIPE CULVERT HEADWALL-30 IN | 01210 | 8.000 |
8.000 |
$1,608.000 |
EACH | 0.0 |
| 0700 | PIPE CULVERT HEADWALL-42 IN | 01214 | 1.000 |
1.000 |
$1,898.000 |
EACH | 0.0 |
| 0705 | REMOVE PIPE | 01310 | 157.000 |
157.000 |
$22.000 |
LF | 0.0 |
| 0710 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$4,131.000 |
EACH | 0.0 |
| 0715 | CURB BOX INLET TYPE A | 01456 | 66.000 |
66.000 |
$5,086.000 |
EACH | 0.7 |
| 0720 | DROP BOX INLET TYPE 2 | 01493 | 2.000 |
2.000 |
$4,110.000 |
EACH | 0.0 |
| 0725 | DROP BOX INLET TYPE 3 | 01496 | 3.000 |
3.000 |
$4,408.000 |
EACH | 0.0 |
| 0730 | DROP BOX INLET TYPE 7 | 01538 | 2.000 |
2.000 |
$5,882.000 |
EACH | 0.0 |
| 0735 | DROP BOX INLET TYPE 13G | 01559 | 1.000 |
1.000 |
$3,218.000 |
EACH | 0.0 |
| 0740 | DROP BOX INLET TYPE 15 | 01580 | 2.000 |
2.000 |
$3,409.000 |
EACH | 0.0 |
| 0745 | JUNCTION BOX | 01650 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.0 |
| 0750 | REMOVE CURB & GUTTER BOX INLET | 01705 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0755 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 44.000 |
44.000 |
$620.000 |
EACH | 0.1 |
| 0760 | MANHOLE TYPE B | 01761 | 2.000 |
2.000 |
$6,023.000 |
EACH | 0.0 |
| 0765 | REMOVE HEADWALL | 02625 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0770 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | 1.000 |
1.000 |
$2,487.000 |
EACH | 0.0 |
Category Total $1,216,434.41 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - 28744 RCBC KY 3068 OVER MILLER BRANCH |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0775 | GRANULAR EMBANKMENT | 02223 | 544.000 |
544.000 |
$100.000 |
CUYD | 0.1 |
| 0780 | STRUCTURE GRANULAR BACKFILL | 02231 | 324.000 |
324.000 |
$120.000 |
CUYD | 0.1 |
| 0785 | SAFELOADING | 02690 | 351.800 |
351.800 |
$500.000 |
CUYD | 0.4 |
| 0790 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 95.000 |
95.000 |
$220.000 |
CUYD | 0.0 |
| 0795 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$950,000.000 |
LS | 1.9 |
| 0800 | CONCRETE-CLASS A | 08100 | 499.900 |
499.900 |
$1,300.000 |
CUYD | 1.3 |
| 0805 | STEEL REINFORCEMENT | 08150 | 62,335.000 |
62,335.000 |
$1.000 |
LB | 0.1 |
| 0810 | CLEAN CULVERT | 20465EC | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
Category Total $1,982,285.00 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - 28745 RCBC KY 15 OVER MILLER BRANCH |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0815 | PERFORATED PIPE-6 IN | 01001 | 22.000 |
22.000 |
$13.000 |
LF | 0.0 |
| 0820 | STRUCTURE GRANULAR BACKFILL | 02231 | 78.000 |
78.000 |
$125.000 |
CUYD | 0.0 |
| 0825 | REMOVE CONCRETE MASONRY | 02403 | 102.300 |
102.300 |
$200.000 |
CUYD | 0.0 |
| 0830 | HANDRAIL-TYPE A-1 | 02611 | 35.000 |
35.000 |
$170.000 |
LF | 0.0 |
| 0835 | SAND | 02700 | 379.000 |
379.000 |
$100.000 |
TON | 0.1 |
| 0840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 58.000 |
58.000 |
$220.000 |
CUYD | 0.0 |
| 0845 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.4 |
| 0850 | COFFERDAM | 08037 | 1.000 |
1.000 |
$800,000.000 |
LS | 1.6 |
| 0855 | CONCRETE-CLASS A | 08100 | 186.400 |
186.400 |
$1,500.000 |
CUYD | 0.6 |
| 0860 | STEEL REINFORCEMENT | 08150 | 19,166.000 |
19,166.000 |
$2.800 |
LB | 0.1 |
| 0865 | STRUCTURAL STEEL 2403 LBS | 08160 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0870 | CLEAN CULVERT | 20465EC | 1.000 |
1.000 |
$60,000.000 |
LS | 0.1 |
| 0875 | HDPE PIPE LINER - | 24583EC | 294.000 |
294.000 |
$1,900.000 |
LF | 1.1 |
| 0880 | HDPE PIPE - | 24786EN | 45.000 |
45.000 |
$1,700.000 |
LF | 0.2 |
| 0885 | DROP IN GRATE | 24798ED | 1.000 |
1.000 |
$25,000.000 |
EACH | 0.1 |
| 0890 | FLAP GATE - | 24886EC | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0895 | FLOOD GATE | 24939ED | 2.000 |
2.000 |
$6,500.000 |
EACH | 0.0 |
| 0900 | AASHTO NO 89 STONE | 26197EC | 81.000 |
81.000 |
$110.000 |
TON | 0.0 |
| 0905 | TRASH RACK | 26198ED | 72.000 |
72.000 |
$310.000 |
SQFT | 0.0 |
| 0910 | STOP LOGS | 26199ED | 17.000 |
17.000 |
$310.000 |
SQFT | 0.0 |
Category Total $2,216,970.80 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE - 28746 PEDISTRIAN BR OVER MILLER BRANCH |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0915 | STRUCTURE GRANULAR BACKFILL | 02231 | 3.000 |
3.000 |
$700.000 |
CUYD | 0.0 |
| 0920 | PEDESTRIAN GATE-CHAIN LINK | 02281 | 1.000 |
1.000 |
$1,300.000 |
EACH | 0.0 |
| 0925 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.1 |
| 0930 | CYCLOPEAN STONE RIP RAP | 08019 | 68.000 |
68.000 |
$80.000 |
TON | 0.0 |
| 0935 | PILES-STEEL HP12X53 | 08046 | 153.000 |
153.000 |
$100.000 |
LF | 0.0 |
| 0940 | PILE POINTS-12 IN | 08094 | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 0945 | CONCRETE-CLASS A | 08100 | 23.900 |
23.900 |
$3,200.000 |
CUYD | 0.2 |
| 0950 | CONCRETE-CLASS AA | 08104 | 12.200 |
12.200 |
$1,300.000 |
CUYD | 0.0 |
| 0955 | STEEL REINFORCEMENT | 08150 | 5,932.000 |
5,932.000 |
$2.800 |
LB | 0.0 |
| 0960 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | 12.200 |
12.200 |
$220.000 |
LF | 0.0 |
| 0965 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | 9.000 |
9.000 |
$6,500.000 |
LF | 0.1 |
| 0970 | DRILLED SHAFT 60 IN-COMMON | 20744ED | 20.000 |
20.000 |
$1,300.000 |
LF | 0.1 |
| 0975 | ROCK SOUNDINGS | 20745ED | 13.000 |
13.000 |
$130.000 |
LF | 0.0 |
| 0980 | ROCK CORINGS | 20746ED | 22.500 |
22.500 |
$130.000 |
LF | 0.0 |
| 0985 | CSL ACCESS TUBING (4 TUBES) | 21319NC | 1.000 |
1.000 |
$4,400.000 |
EACH | 0.0 |
| 0990 | CSL TESTING (4 TUBES) | 21321NC | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 0995 | CONCRETE SEALING | 23378EC | 616.000 |
616.000 |
$5.000 |
SQFT | 0.0 |
| 1000 | TRUSS BRIDGE SUPERSTRUCTURE | 24567ED | 1.000 |
1.000 |
$300,000.000 |
LS | 0.6 |
Category Total $578,818.60 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE - 28747 RCBC WASHINGTON AVE OVER MILLER BRANCH |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1005 | STRUCTURE GRANULAR BACKFILL | 02231 | 182.000 |
182.000 |
$130.000 |
CUYD | 0.0 |
| 1010 | HANDRAIL-TYPE A-1 | 02611 | 46.000 |
46.000 |
$170.000 |
LF | 0.0 |
| 1015 | HANDRAIL-TYPE A-2 | 02612 | 58.000 |
58.000 |
$210.000 |
LF | 0.0 |
| 1020 | SAND | 02700 | 657.000 |
657.000 |
$100.000 |
TON | 0.1 |
| 1025 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 68.000 |
68.000 |
$220.000 |
CUYD | 0.0 |
| 1030 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$400,000.000 |
LS | 0.8 |
| 1035 | COFFERDAM (INLET EXTENSION) | 08037 | 1.000 |
1.000 |
$400,000.000 |
LS | 0.8 |
| 1040 | COFFERDAM (OUTLET EXTENSION) | 08037 | 1.000 |
1.000 |
$170,000.000 |
LS | 0.3 |
| 1045 | CONCRETE-CLASS A | 08100 | 551.900 |
551.900 |
$1,200.000 |
CUYD | 1.3 |
| 1050 | STEEL REINFORCEMENT | 08150 | 54,769.000 |
54,769.000 |
$2.800 |
LB | 0.3 |
| 1055 | STRUCTURAL STEEL (844 LBS) | 08160 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.0 |
| 1060 | CLEAN CULVERT | 20465EC | 1.000 |
1.000 |
$35,000.000 |
LS | 0.1 |
| 1065 | FRAME AND LID TY 2 | 20478ND | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 1070 | CSL TESTING (4 TUBES) | 21321NC | 3.000 |
3.000 |
$10,000.000 |
EACH | 0.1 |
| 1075 | VIBRATION MONITORING | 24550EC | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 1080 | HDPE PIPE LINER - | 24583EC | 208.000 |
208.000 |
$2,000.000 |
LF | 0.8 |
| 1085 | HDPE PIPE - | 24786EN | 111.000 |
111.000 |
$2,400.000 |
LF | 0.5 |
| 1090 | DROP IN GRATE | 24798ED | 1.000 |
1.000 |
$36,000.000 |
EACH | 0.1 |
| 1095 | VIBRATING WIRE PIEZOMETER | 24843EC | 8.000 |
8.000 |
$1,300.000 |
EACH | 0.0 |
| 1100 | PERMANENT STEEL CASING - | 24884ED | 12.000 |
12.000 |
$5,000.000 |
LF | 0.1 |
| 1105 | FLAP GATE - | 24886EC | 1.000 |
1.000 |
$40,000.000 |
EACH | 0.1 |
| 1110 | AUTOMATED SLIDE GATE | 25086EC | 1.000 |
1.000 |
$50,000.000 |
EACH | 0.1 |
| 1115 | AASHTO NO 89 STONE | 26197EC | 323.000 |
323.000 |
$120.000 |
TON | 0.1 |
| 1120 | TRASH RACK | 26198ED | 77.000 |
77.000 |
$480.000 |
SQFT | 0.1 |
| 1125 | 24 HR FALLING HEAD PERM TEST IN CORES | 26201EC | 3.000 |
3.000 |
$12,000.000 |
EACH | 0.1 |
| 1130 | WATER PSSR TEST IN CORES-SINGLE PACKER | 26202EC | 2.000 |
2.000 |
$12,000.000 |
EACH | 0.0 |
| 1135 | SECANT SHAFT CONCRETE CORES | 26203EC | 4.000 |
4.000 |
$9,000.000 |
EACH | 0.1 |
| 1140 | SECANT SHAFTS | 26207ED | 3,542.000 |
3,542.000 |
$590.120 |
LF | 4.2 |
| 1145 | SECANT SHAFTS WITH LIGHTWEIGHT CONCRETE | 26212EC | 237.000 |
237.000 |
$680.000 |
LF | 0.3 |
| 1150 | SOIL GROUTING | 26213EC | 33.000 |
33.000 |
$2,500.000 |
CUYD | 0.2 |
| 1155 | VIBRATING WIRE DATA LOGGER (4 CHANNEL) | 26222ED | 4.000 |
4.000 |
$1,700.000 |
EACH | 0.0 |
| 1160 | PRESSURE TEST OF SOIL GROUTING | 26223ED | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 1165 | CCTV SOIL GROUTING INSPECTION | 26224ED | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 1170 | ROTATING BEACON AND POLE | 40130 | 1.000 |
1.000 |
$15,000.000 |
EACH | 0.0 |
| 1175 | ELECTRICAL | 50003 | 1.000 |
1.000 |
$571,800.000 |
LS | 1.2 |
Category Total $6,014,938.24 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0008 | CATEGORY Description | UTILITY - GASLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1180 | G DIRECTIONAL BORE | 16000 | 2,133.000 |
2,133.000 |
$145.000 |
LF | 0.6 |
| 1185 | G ENCASEMENT STEEL OPEN CUT RANGE 1 | 16008 | 260.000 |
260.000 |
$130.000 |
LF | 0.1 |
| 1190 | G ENCASEMENT STEEL OPEN CUT RANGE 2 | 16009 | 558.000 |
558.000 |
$160.000 |
LF | 0.2 |
| 1195 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | 871.000 |
871.000 |
$42.500 |
LF | 0.1 |
| 1200 | G PIPE POLYETHYLENE/PLASTIC 04 INCH | 16017 | 5,192.000 |
5,192.000 |
$52.120 |
LF | 0.5 |
| 1205 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH | 16031 | 2.000 |
2.000 |
$1,803.000 |
EACH | 0.0 |
| 1210 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH | 16036 | 2.000 |
2.000 |
$2,010.000 |
EACH | 0.0 |
| 1215 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | 3.000 |
3.000 |
$2,108.210 |
EACH | 0.0 |
| 1220 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | 18.000 |
18.000 |
$3,462.000 |
EACH | 0.1 |
| 1225 | G TIE-IN SPECIAL | 16048 | 4.000 |
4.000 |
$3,372.870 |
EACH | 0.0 |
| 1230 | G VALVE POLYETHYLENE/PLASTIC 02 INCH | 16049 | 5.000 |
5.000 |
$1,201.000 |
EACH | 0.0 |
| 1235 | G VALVE POLYETHYLENE/PLASTIC 04 INCH | 16051 | 23.000 |
23.000 |
$2,604.000 |
EACH | 0.1 |
| 1240 | G VALVE SPECIAL | 16056 | 3.000 |
3.000 |
$465.000 |
EACH | 0.0 |
| 1245 | G LINE MARKER | 16065 | 44.000 |
44.000 |
$95.000 |
EACH | 0.0 |
| 1250 | G MAIN ABANDON (ENTIRE PROJECT) | 16068 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 1255 | G PIPE POLYETHYLENE/PLASTIC 01 INCH | 16110 | 512.000 |
512.000 |
$25.100 |
LF | 0.0 |
| 1260 | SEEDING AND MULCHING | 40095 | 0.500 |
0.500 |
$2,880.000 |
ACRE | 0.0 |
Category Total $917,010.85 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0009 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1265 | S BYPASS PUMPING | 15000 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 1270 | S DIRECTIONAL BORE (10 INCH) | 15011 | 740.000 |
740.000 |
$105.000 |
LF | 0.2 |
| 1275 | S DIRECTIONAL BORE (4 INCH) | 15011 | 1,152.000 |
1,152.000 |
$75.000 |
LF | 0.2 |
| 1280 | S DIRECTIONAL BORE (6 INCH) | 15011 | 742.000 |
742.000 |
$92.000 |
LF | 0.1 |
| 1285 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | 370.000 |
370.000 |
$375.000 |
LF | 0.3 |
| 1290 | S ENCASEMENT STEEL OPEN CUT RANGE 2 (2IN AND 3IN FM) | 15021 | 340.000 |
340.000 |
$160.000 |
LF | 0.1 |
| 1295 | S ENCASEMENT STEEL OPEN CUT RANGE 2 (6IN FM) | 15021 | 545.000 |
545.000 |
$210.000 |
LF | 0.2 |
| 1300 | S ENCASEMENT STEEL OPEN CUT RANGE 3 | 15022 | 180.000 |
180.000 |
$180.000 |
LF | 0.1 |
| 1305 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | 100.000 |
100.000 |
$200.000 |
LF | 0.0 |
| 1310 | S ENCASEMENT STEEL OPEN CUT RANGE 4 (12IN GRAVITY) | 15023 | 50.000 |
50.000 |
$280.000 |
LF | 0.0 |
| 1315 | S ENCASEMENT STEEL OPEN CUT RANGE 4 (6IN AND 6IN FM) | 15023 | 80.000 |
80.000 |
$260.000 |
LF | 0.0 |
| 1320 | S FORCE MAIN AIR RLS/VAC VLV 02 IN | 15026 | 23.000 |
23.000 |
$4,852.000 |
EACH | 0.2 |
| 1325 | S FORCE MAIN PVC 03 INCH | 15058 | 1,030.000 |
1,030.000 |
$22.000 |
LF | 0.0 |
| 1330 | S FORCE MAIN PVC 04 INCH | 15059 | 291.000 |
291.000 |
$24.000 |
LF | 0.0 |
| 1335 | S FORCE MAIN PVC 06 INCH | 15060 | 7,898.000 |
7,898.000 |
$61.230 |
LF | 1.0 |
| 1340 | S FORCE MAIN PVC 08 INCH | 15061 | 103.000 |
103.000 |
$72.120 |
LF | 0.0 |
| 1345 | S FORCE MAIN TIE-IN 03 INCH | 15072 | 2.000 |
2.000 |
$2,641.000 |
EACH | 0.0 |
| 1350 | S FORCE MAIN TIE-IN 06 INCH | 15074 | 3.000 |
3.000 |
$1,640.000 |
EACH | 0.0 |
| 1355 | S FORCE MAIN VALVE GATE (4 INCH) | 15084 | 3.000 |
3.000 |
$1,822.000 |
EACH | 0.0 |
| 1360 | S FORCE MAIN VALVE GATE (6 INCH) | 15084 | 7.000 |
7.000 |
$2,009.000 |
EACH | 0.0 |
| 1365 | S FORCE MAIN VALVE GATE 8 INCH | 15084 | 1.000 |
1.000 |
$2,210.000 |
EACH | 0.0 |
| 1370 | S LATERAL SHORT SIDE 04 INCH | 15089 | 16.000 |
16.000 |
$2,612.000 |
EACH | 0.1 |
| 1375 | S MANHOLE | 15092 | 20.000 |
20.000 |
$4,810.000 |
EACH | 0.2 |
| 1380 | S MANHOLE ABANDON/REMOVE | 15093 | 13.000 |
13.000 |
$1,462.000 |
EACH | 0.0 |
| 1385 | S MANHOLE ADJUST TO GRADE | 15094 | 3.000 |
3.000 |
$1,532.000 |
EACH | 0.0 |
| 1390 | S MANHOLE CASTING STANDARD | 15095 | 21.000 |
21.000 |
$882.120 |
EACH | 0.0 |
| 1395 | S MANHOLE WITH DROP | 15101 | 1.000 |
1.000 |
$6,280.000 |
EACH | 0.0 |
| 1400 | S PIPE PVC 08 INCH | 15112 | 1,898.000 |
1,898.000 |
$81.000 |
LF | 0.3 |
| 1405 | S PIPE PVC 10 INCH | 15113 | 974.000 |
974.000 |
$88.000 |
LF | 0.2 |
| 1410 | S PIPE PVC 12 INCH | 15114 | 427.000 |
427.000 |
$89.000 |
LF | 0.1 |
| 1415 | S PIPE PVC 12 INCH (SDR 26 THICK WALL) | 15114 | 292.000 |
292.000 |
$92.000 |
LF | 0.1 |
| 1420 | S PUMP STATION (BUS GARAGE LIFT STATION) | 15119 | 1.000 |
1.000 |
$326,479.740 |
EACH | 0.7 |
| 1425 | S PUMP STATION (COURT STREET LIFT STATION) | 15119 | 1.000 |
1.000 |
$406,437.690 |
EACH | 0.8 |
| 1430 | S PUMP STATION (HOLY CROSS LIFT STATION) | 15119 | 1.000 |
1.000 |
$184,604.230 |
EACH | 0.4 |
| 1435 | S PUMP STATION (LBJ LIFT STATION) | 15119 | 1.000 |
1.000 |
$181,249.750 |
EACH | 0.4 |
| 1440 | S PUMP STATION (WENDY'S LIFT STATION) | 15119 | 1.000 |
1.000 |
$252,718.000 |
EACH | 0.5 |
| 1445 | S SPECIAL ITEM (CONNECTION AT WWTP) | 15120 | 1.000 |
1.000 |
$12,000.000 |
EACH | 0.0 |
| 1450 | S STRUCTURE REMOVAL (HIGH SCHOOL LIFT STATION) | 15122 | 1.000 |
1.000 |
$8,000.000 |
EACH | 0.0 |
| 1455 | S STRUCTURE REMOVAL (UNDER WASHINGTON AVENUE) | 15122 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.0 |
| 1460 | S LINE MARKER (FORCE MAIN) | 15123 | 44.000 |
44.000 |
$85.000 |
EACH | 0.0 |
| 1465 | S LATERAL LOCATE | 15136 | 12.000 |
12.000 |
$1,561.000 |
EACH | 0.0 |
| 1470 | SEEDING AND MULCHING | 40095 | 0.770 |
0.770 |
$3,933.600 |
ACRE | 0.0 |
Category Total $3,191,073.70 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0010 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1475 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 370.000 |
370.000 |
$48.000 |
SQFT | 0.0 |
| 1480 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 687.000 |
687.000 |
$51.440 |
SQFT | 0.1 |
| 1485 | STEEL POST TYPE 1 | 06410 | 66.000 |
66.000 |
$34.140 |
LF | 0.0 |
| 1490 | STEEL POST TYPE 2 | 06411 | 1,413.000 |
1,413.000 |
$32.410 |
LF | 0.1 |
| 1495 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | 4.000 |
4.000 |
$793.770 |
EACH | 0.0 |
| 1500 | BARCODE SIGN INVENTORY | 24631EC | 95.000 |
95.000 |
$47.780 |
EACH | 0.0 |
Category Total $108,862.03 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0011 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1505 | POLE BASE | 04740 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 1510 | FUSED CONNECTOR KIT | 04780 | 63.000 |
63.000 |
$150.000 |
EACH | 0.0 |
| 1515 | TRENCHING AND BACKFILLING | 04820 | 120.000 |
120.000 |
$12.370 |
LF | 0.0 |
| 1520 | CABLE-NO. 14/5C | 04844 | 6,140.000 |
6,140.000 |
$1.350 |
LF | 0.0 |
| 1525 | CABLE-NO. 14/7C | 04845 | 990.000 |
990.000 |
$1.750 |
LF | 0.0 |
| 1530 | MESSENGER-15400 LB | 04886 | 1,760.000 |
1,760.000 |
$8.000 |
LF | 0.0 |
| 1535 | INSTALL STEEL STRAIN POLE | 04932 | 16.000 |
16.000 |
$11,500.000 |
EACH | 0.4 |
| 1540 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | 45.000 |
45.000 |
$250.000 |
EACH | 0.0 |
| 1545 | INSTALL SPAN MOUNTED SIGN | 06472 | 13.000 |
13.000 |
$5,000.000 |
EACH | 0.1 |
| 1550 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 24.000 |
24.000 |
$500.000 |
EACH | 0.0 |
| 1555 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 34.000 |
34.000 |
$500.000 |
EACH | 0.0 |
| 1560 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 3.000 |
3.000 |
$550.000 |
EACH | 0.0 |
| 1565 | INSTALL COORDINATING UNIT | 20390NS835 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 1570 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 24.000 |
24.000 |
$250.000 |
EACH | 0.0 |
| 1575 | INSTALL LUMINAIRE POLE | 22939ND | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 1580 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.0 |
| 1585 | TRAFFIC SIGNAL POLE BASE | 23157EN | 67.500 |
67.500 |
$250.000 |
CUYD | 0.0 |
| 1590 | INSTALL SIGNAL PEDESTAL | 23222EC | 3.000 |
3.000 |
$4,500.000 |
EACH | 0.0 |
| 1595 | INSTALL (SOLAR POWERED BEACON CONTROLLER) | 24601EC | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 1600 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 80.000 |
80.000 |
$2.760 |
LF | 0.0 |
| 1605 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 240.000 |
240.000 |
$3.700 |
LF | 0.0 |
| 1610 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 4.000 |
4.000 |
$5,000.000 |
EACH | 0.0 |
| 1615 | REMOVE SIGNAL EQUIPMENT | 24955ED | 5.000 |
5.000 |
$10,000.000 |
EACH | 0.1 |
| 1620 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 15.000 |
15.000 |
$1,500.000 |
EACH | 0.0 |
Category Total $486,919.70 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0012 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1625 | POLE 40 FT MTG HT | 04701 | 40.000 |
40.000 |
$2,000.000 |
EACH | 0.2 |
| 1630 | BRACKET 12 FT | 04724 | 48.000 |
48.000 |
$500.000 |
EACH | 0.0 |
| 1635 | POLE BASE | 04740 | 51.000 |
51.000 |
$2,000.000 |
EACH | 0.2 |
| 1640 | TRANSFORMER BASE | 04750 | 40.000 |
40.000 |
$500.000 |
EACH | 0.0 |
| 1645 | LIGHTING CONTROL EQUIPMENT | 04761 | 2.000 |
2.000 |
$25,000.000 |
EACH | 0.1 |
| 1650 | FUSED CONNECTOR KIT | 04780 | 96.000 |
96.000 |
$150.000 |
EACH | 0.0 |
| 1655 | CONDUIT-1 1/4 IN | 04793 | 8,235.000 |
8,235.000 |
$2.320 |
LF | 0.0 |
| 1660 | CONDUIT-2 IN | 04795 | 1,120.000 |
1,120.000 |
$3.590 |
LF | 0.0 |
| 1665 | TRENCHING AND BACKFILLING | 04820 | 8,205.000 |
8,205.000 |
$12.370 |
LF | 0.2 |
| 1670 | WIRE-NO. 12 | 04832 | 2,748.000 |
2,748.000 |
$0.360 |
LF | 0.0 |
| 1675 | WIRE-NO. 6 | 04834 | 6,995.000 |
6,995.000 |
$1.140 |
LF | 0.0 |
| 1680 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 25.000 |
25.000 |
$2,500.000 |
EACH | 0.1 |
| 1685 | BORE AND JACK CONDUIT | 21543EN | 1,010.000 |
1,010.000 |
$27.530 |
LF | 0.1 |
| 1690 | WIRE-NO. 10 | 23778EC | 16,550.000 |
16,550.000 |
$0.490 |
LF | 0.0 |
| 1695 | LED LUMINAIRE | 24589ED | 48.000 |
48.000 |
$1,000.000 |
EACH | 0.1 |
Category Total $570,400.23 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0013 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1700 | W AIR RELEASE VALVE 3/4 INCH | 14001 | 17.000 |
17.000 |
$975.000 |
EACH | 0.0 |
| 1705 | W CAP EXISTING MAIN | 14003 | 13.000 |
13.000 |
$981.000 |
EACH | 0.0 |
| 1710 | W DIRECTIONAL BORE (10 INCH) | 14004 | 174.000 |
174.000 |
$204.000 |
LF | 0.1 |
| 1715 | W DIRECTIONAL BORE (12 INCH) | 14004 | 1,082.000 |
1,082.000 |
$287.000 |
LF | 0.6 |
| 1720 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (10.75 INCH) | 14014 | 277.000 |
277.000 |
$151.000 |
LF | 0.1 |
| 1725 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (12 INCH) | 14014 | 125.000 |
125.000 |
$163.000 |
LF | 0.0 |
| 1730 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (16 INCH) | 14014 | 170.000 |
170.000 |
$209.000 |
LF | 0.1 |
| 1735 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (4 INCH) | 14014 | 90.000 |
90.000 |
$102.000 |
LF | 0.0 |
| 1740 | W FIRE HYDRANT ASSEMBLY | 14019 | 10.000 |
10.000 |
$8,512.000 |
EACH | 0.2 |
| 1745 | W FIRE HYDRANT REMOVE | 14021 | 1.000 |
1.000 |
$845.000 |
EACH | 0.0 |
| 1750 | W PIPE DUCTILE IRON 06 INCH | 14036 | 847.000 |
847.000 |
$154.000 |
LF | 0.3 |
| 1755 | W PIPE DUCTILE IRON 10 INCH | 14038 | 84.000 |
84.000 |
$198.000 |
LF | 0.0 |
| 1760 | W PIPE PVC 06 INCH | 14059 | 4,576.000 |
4,576.000 |
$64.750 |
LF | 0.6 |
| 1765 | W PIPE PVC 08 INCH | 14060 | 885.000 |
885.000 |
$81.450 |
LF | 0.1 |
| 1770 | W PIPE PVC 10 INCH | 14061 | 916.000 |
916.000 |
$104.000 |
LF | 0.2 |
| 1775 | W PIPE POLYETHYLENE/PLASTIC SPECIAL (2 INCH) | 14073 | 29.000 |
29.000 |
$35.000 |
LF | 0.0 |
| 1780 | W PIPE POLYETHYLENE/PLASTIC SPECIAL (3/4 INCH) | 14073 | 176.000 |
176.000 |
$14.000 |
LF | 0.0 |
| 1785 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | 1.000 |
1.000 |
$5,765.000 |
EACH | 0.0 |
| 1790 | W SERV PE/PLST SHORT SIDE 2 IN | 14084 | 1.000 |
1.000 |
$1,690.750 |
EACH | 0.0 |
| 1795 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | 17.000 |
17.000 |
$728.000 |
EACH | 0.0 |
| 1800 | W SERVICE SPECIAL (2 INCH COPPER SERVICE LINE) | 14086 | 345.000 |
345.000 |
$52.000 |
EACH | 0.0 |
| 1805 | W TIE-IN 06 INCH | 14094 | 7.000 |
7.000 |
$3,228.000 |
EACH | 0.0 |
| 1810 | W TIE-IN 08 INCH | 14095 | 2.000 |
2.000 |
$3,780.000 |
EACH | 0.0 |
| 1815 | W TIE-IN 10 INCH | 14096 | 3.000 |
3.000 |
$5,552.000 |
EACH | 0.0 |
| 1820 | W VALVE 06 INCH | 14105 | 10.000 |
10.000 |
$2,055.000 |
EACH | 0.0 |
| 1825 | W VALVE 08 INCH | 14106 | 5.000 |
5.000 |
$2,988.000 |
EACH | 0.0 |
| 1830 | W VALVE 10 INCH | 14107 | 2.000 |
2.000 |
$4,535.000 |
EACH | 0.0 |
| 1835 | W VALVE CUT-IN 06 INCH | 14117 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.0 |
| 1840 | W LINE MARKER | 14144 | 24.000 |
24.000 |
$82.000 |
EACH | 0.0 |
| 1845 | W SERV COPPER SHORT SIDE 2 IN | 14151 | 2.000 |
2.000 |
$2,860.000 |
EACH | 0.0 |
| 1850 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | 3.000 |
3.000 |
$1,390.000 |
EACH | 0.0 |
| 1855 | W LEAK DETECTION METER | 14153 | 2.000 |
2.000 |
$5,530.000 |
EACH | 0.0 |
Category Total $1,341,489.00 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0014 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1860 | TRAINEE PAYMENT REIMBURSEMENT (GROUP 2, 3 OR 4 OPERATOR) | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,400.00 |
| SM- Project | DE01300152406 | CATEGORY NUMBER | 0015 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1865 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$2,300,000.000 |
LS | 4.6 |
| 1870 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$700,000.000 |
LS | 1.4 |
Category Total $3,000,000.00 |