|
Item List 181213 |
Date:03/28/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 181213 | Primary Project Number | DE03400041801 |
| Contract Description | NEW CIRCLE ROAD (KY 4) | ||
| Primary County | FAYETTE | Fed/St Number | NHPP 2681 (033) |
| Vendor ID | 01947 | Vendor Name | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION |
| Bid Amount | $ 41,718,599.99 | ||
| SM- Project | DE03400041801 |
| Fed/State Number | NHPP 2681 (033) |
| Project Description | NEW CIRCLE ROAD (KY 4) |
| *********** |
| SM- Project | DE03400041801 | 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 | 130,558.000 |
130,558.000 |
$22.000 |
TON | 6.9 |
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 19,840.000 |
19,840.000 |
$57.750 |
TON | 2.7 |
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | 373.000 |
373.000 |
$70.000 |
TON | 0.1 |
| 0020 | ASPHALT SEAL COAT | 00103 | 46.000 |
46.000 |
$800.000 |
TON | 0.1 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 8,921.000 |
8,921.000 |
$76.000 |
TON | 1.6 |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 61,450.000 |
58,681.190 |
$68.800 |
TON | 10.1 |
| 0035 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 18,105.000 |
18,105.000 |
$76.500 |
TON | 3.3 |
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | 11,301.000 |
11,301.000 |
$93.500 |
TON | 2.5 |
| 0045 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | 1,696.000 |
1,012.880 |
$76.900 |
TON | 0.3 |
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | 222.000 |
222.000 |
$650.000 |
TON | 0.3 |
| 0055 | ASPHALT CURING SEAL | 00358 | 70.000 |
70.000 |
$615.000 |
TON | 0.1 |
| 0060 | JPC PAVEMENT-9 IN | 02073 | 402.000 |
402.000 |
$76.000 |
SQYD | 0.1 |
| 0065 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 82.000 |
82.000 |
$67.000 |
SQYD | 0.0 |
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 2,699.000 |
2,699.000 |
$18.000 |
TON | 0.1 |
| 0075 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | 4,471.000 |
4,471.000 |
$83.000 |
TON | 0.9 |
| 0080 | PERMEABLE PAVEMENT DRAIN | 24470ED | 212.000 |
212.000 |
$100.000 |
SQYD | 0.1 |
| 0085 | CEM CONC ENT PAVEMENT-9 IN | 24942EC | 557.000 |
557.000 |
$65.750 |
SQYD | 0.1 |
| 8034 | CL2 ASPH BASE 1.00D PG64-22 Temporary Pavement | 00212 | 0.000 |
2,768.810 |
$68.800 |
TON | 0.0 |
| 8035 | CL2 ASPH SURF 0.38D PG64-22 Temporary Pavement | 00301 | 0.000 |
683.120 |
$76.900 |
TON | 0.0 |
| 8116 | EW~ LFUCG Fire Station No. 10 Driveways | 10090NX | 0.000 |
1.000 |
$49,406.200 |
LS | 0.0 |
Category Total $12,259,694.15 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0090 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | 3,900.000 |
3,900.000 |
$24.000 |
TON | 0.2 |
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 225.000 |
225.000 |
$30.000 |
TON | 0.0 |
| 0100 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | 15,333.000 |
15,333.000 |
$30.000 |
TON | 1.1 |
| 0105 | REMOVE PIPE | 01310 | 157.000 |
157.000 |
$15.000 |
LF | 0.0 |
| 0110 | PLUG PIPE | 01314 | 3.000 |
3.000 |
$750.000 |
EACH | 0.0 |
| 0115 | CAP DROP BOX INLET | 01584 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0120 | REMOVE DROP BOX INLET | 01585 | 1.000 |
1.000 |
$675.000 |
EACH | 0.0 |
| 0125 | STANDARD CURB AND GUTTER | 01810 | 12,440.000 |
12,440.000 |
$17.700 |
LF | 0.5 |
| 0130 | LIP CURB AND GUTTER | 01820 | 1,366.000 |
1,366.000 |
$28.900 |
LF | 0.1 |
| 0135 | ISLAND CURB AND GUTTER | 01825 | 4,452.000 |
4,452.000 |
$17.750 |
LF | 0.2 |
| 0140 | STANDARD INTEGRAL CURB | 01830 | 1,679.000 |
1,679.000 |
$25.500 |
LF | 0.1 |
| 0145 | STANDARD HEADER CURB | 01875 | 112.000 |
112.000 |
$45.000 |
LF | 0.0 |
| 0150 | BARRIER HEADER CURB | 01880 | 85.000 |
85.000 |
$43.750 |
LF | 0.0 |
| 0155 | ISLAND HEADER CURB TYPE 2 | 01891 | 208.000 |
208.000 |
$31.250 |
LF | 0.0 |
| 0160 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | 1,800.000 |
1,800.000 |
$74.250 |
SQYD | 0.3 |
| 0165 | MOUNTABLE MEDIAN TYPE 2A | 01946 | 333.000 |
333.000 |
$74.250 |
SQYD | 0.1 |
| 0170 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 92.000 |
92.000 |
$10.000 |
EACH | 0.0 |
| 0175 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | 2.000 |
2.000 |
$10.000 |
EACH | 0.0 |
| 0180 | DELINEATOR FOR BARRIER - WHITE | 01984 | 1.000 |
1.000 |
$6.500 |
EACH | 0.0 |
| 0185 | DELINEATOR FOR BARRIER - YELLOW | 01985 | 44.000 |
44.000 |
$6.500 |
EACH | 0.0 |
| 0190 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 11.000 |
11.000 |
$10.000 |
EACH | 0.0 |
| 0195 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | 10.000 |
10.000 |
$7.150 |
EACH | 0.0 |
| 0200 | CURB TO BARRIER WALL TRANS | 02001 | 10.000 |
10.000 |
$5,660.000 |
EACH | 0.1 |
| 0205 | RELOCATE TEMP CONC BARRIER | 02003 | 24,205.000 |
23,965.000 |
$4.500 |
LF | 0.3 |
| 0210 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$230.000 |
EACH | 0.0 |
| 0215 | CEMENT CONCRETE ISLAND | 02015 | 414.000 |
414.000 |
$74.500 |
SQYD | 0.1 |
| 0220 | REMOVE PAVEMENT | 02091 | 2,760.000 |
2,760.000 |
$7.000 |
SQYD | 0.0 |
| 0225 | PAVED DITCH TYPE 1 | 02157 | 9.000 |
9.000 |
$99.350 |
SQYD | 0.0 |
| 0230 | TEMP DITCH | 02159 | 29,500.000 |
29,500.000 |
$0.010 |
LF | 0.0 |
| 0235 | ROADWAY EXCAVATION | 02200 | 185,181.000 |
185,181.000 |
$20.000 |
CUYD | 8.9 |
| 0240 | WATER (FOR DUST CONTROL) | 02242 | 11.900 |
11.900 |
$10.000 |
MGAL | 0.0 |
| 0245 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 2,634.000 |
2,634.000 |
$5.000 |
LF | 0.0 |
| 0250 | REMOVE FENCE | 02265 | 1,382.000 |
1,382.000 |
$2.000 |
LF | 0.0 |
| 0255 | REMOVE & REPLACE FENCE | 02268 | 990.000 |
990.000 |
$10.250 |
LF | 0.0 |
| 0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 6,613.000 |
6,613.000 |
$16.500 |
LF | 0.3 |
| 0265 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 7.000 |
7.000 |
$2,750.000 |
EACH | 0.0 |
| 0270 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 14.000 |
14.000 |
$2,600.000 |
EACH | 0.1 |
| 0275 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 11.000 |
11.000 |
$800.000 |
EACH | 0.0 |
| 0280 | REMOVE GUARDRAIL | 02381 | 8,831.000 |
8,831.000 |
$1.500 |
LF | 0.0 |
| 0285 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0290 | REMOVE CONCRETE MASONRY | 02403 | 125.000 |
125.000 |
$120.400 |
CUYD | 0.0 |
| 0295 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 74.000 |
74.000 |
$75.000 |
EACH | 0.0 |
| 0300 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0305 | WITNESS POST | 02432 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
| 0310 | CHANNEL LINING CLASS II | 02483 | 437.000 |
437.000 |
$32.250 |
TON | 0.0 |
| 0315 | CHANNEL LINING CLASS III | 02484 | 404.000 |
404.000 |
$45.000 |
TON | 0.0 |
| 0320 | CLEARING AND GRUBBING (APPROXIMATELY 31.4 ACRES) | 02545 | 1.000 |
1.000 |
$90,000.000 |
LS | 0.2 |
| 0325 | CONCRETE-CLASS B | 02555 | 462.000 |
462.000 |
$285.000 |
CUYD | 0.3 |
| 0330 | TEMPORARY SIGNS | 02562 | 1,500.000 |
1,500.000 |
$8.000 |
SQFT | 0.0 |
| 0335 | EDGE KEY | 02585 | 1,935.000 |
1,935.000 |
$35.000 |
LF | 0.2 |
| 0340 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | 255.000 |
255.000 |
$15.000 |
EACH | 0.0 |
| 0345 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 132,798.000 |
132,798.000 |
$1.350 |
SQYD | 0.4 |
| 0350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 41,592.000 |
41,592.000 |
$2.000 |
SQYD | 0.2 |
| 0355 | REMOVE HEADWALL | 02625 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$900,000.000 |
LS | 2.2 |
| 0365 | DIVERSIONS (BY-PASS DETOURS) (EX EB KY4 TO EX NB NT) | 02651 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.0 |
| 0370 | DIVERSIONS (BY-PASS DETOURS) (EX SB NT TO PR WB KY4) | 02651 | 1.000 |
1.000 |
$37,500.000 |
LS | 0.1 |
| 0375 | DIVERSIONS (BY-PASS DETOURS) (EX WB KY4 TO PR SB NT) | 02651 | 1.000 |
1.000 |
$38,000.000 |
LS | 0.1 |
| 0380 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 8.000 |
8.000 |
$25,000.000 |
EACH | 0.5 |
| 0385 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0390 | SAFELOADING | 02690 | 223.000 |
223.000 |
$150.000 |
CUYD | 0.1 |
| 0395 | SHOULDER RUMBLE STRIPS | 02696 | 56,520.000 |
56,520.000 |
$0.190 |
LF | 0.0 |
| 0400 | TEMP SILT FENCE | 02701 | 35,900.000 |
35,900.000 |
$2.400 |
LF | 0.2 |
| 0405 | SILT TRAP TYPE A | 02703 | 122.000 |
122.000 |
$100.000 |
EACH | 0.0 |
| 0410 | SILT TRAP TYPE B | 02704 | 122.000 |
122.000 |
$150.000 |
EACH | 0.0 |
| 0415 | SILT TRAP TYPE C | 02705 | 186.000 |
186.000 |
$175.000 |
EACH | 0.1 |
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | 732.000 |
732.000 |
$10.000 |
EACH | 0.0 |
| 0425 | CLEAN SILT TRAP TYPE B | 02707 | 732.000 |
732.000 |
$10.000 |
EACH | 0.0 |
| 0430 | CLEAN SILT TRAP TYPE C | 02708 | 558.000 |
558.000 |
$10.000 |
EACH | 0.0 |
| 0435 | SIDEWALK-4 IN CONCRETE | 02720 | 4,388.000 |
4,523.000 |
$30.650 |
SQYD | 0.3 |
| 0440 | STAKING | 02726 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.2 |
| 0445 | REMOVE STRUCTURE (STA. 135+05, 2-SPAN BRIDGE) | 02731 | 1.000 |
1.000 |
$203,000.000 |
LS | 0.5 |
| 0450 | REMOVE STRUCTURE (STA. 146+12, ALL STRUCTURE ABOVE FOOTER | 02731 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.1 |
| 0455 | REMOVE STRUCTURE (STA. 146+12, BILLBOARD FOOTER) | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0460 | REMOVE STRUCTURE (STA. 150+00, ALL STRUCTURE ABOVE FOOTER | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 0465 | REMOVE STRUCTURE (STA. 150+00, BILLBOARD FOOTER) | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0470 | REMOVE STRUCTURE (STA. 153.25, BILLBOARD FOOTER) | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0475 | REMOVE STRUCTURE (STA. 153+25, ALL STRUCTURE ABOVE FOOTER | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 0480 | REMOVE STRUCTURE (STA. 166+10, 4-SPAN BRIDGE) | 02731 | 1.000 |
1.000 |
$123,000.000 |
LS | 0.3 |
| 0485 | REMOVE STRUCTURE (STA. 166+75,4-SPAN BRIDGE) | 02731 | 1.000 |
1.000 |
$123,000.000 |
LS | 0.3 |
| 0490 | REMOVE STRUCTURE (STA. 179+10, 2-SPAN BRIDGE) | 02731 | 1.000 |
1.000 |
$177,000.000 |
LS | 0.4 |
| 0495 | REMOVE STRUCTURE (STA. 197+52, ALL STRUCTURE ABOVE FOOTER | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 0500 | REMOVE STRUCTURE (STA. 197+52, BILLBOARD FOOTER) | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0505 | ARROW PANEL | 02775 | 6.000 |
6.000 |
$3,000.000 |
EACH | 0.0 |
| 0510 | RELOCATE CRASH CUSHION | 02898 | 31.000 |
29.000 |
$2,500.000 |
EACH | 0.2 |
| 0515 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 9,540.000 |
8,600.000 |
$30.000 |
LF | 0.7 |
| 0520 | TUBULAR MARKERS | 03225 | 62.000 |
62.000 |
$60.000 |
EACH | 0.0 |
| 0525 | TEMP SIGNAL MULTI PHASE | 04934 | 1.000 |
0.000 |
$25,000.000 |
EACH | 0.1 |
| 0530 | EROSION CONTROL BLANKET | 05950 | 15,211.000 |
15,211.000 |
$1.100 |
SQYD | 0.0 |
| 0535 | TEMP MULCH | 05952 | 290,000.000 |
290,000.000 |
$0.080 |
SQYD | 0.1 |
| 0540 | TEMP SEEDING AND PROTECTION | 05953 | 28,378.000 |
28,378.000 |
$0.150 |
SQYD | 0.0 |
| 0545 | INITIAL FERTILIZER | 05963 | 8.900 |
8.900 |
$800.000 |
TON | 0.0 |
| 0550 | 20-10-10 FERTILIZER | 05964 | 16.700 |
16.700 |
$800.000 |
TON | 0.0 |
| 0555 | SEEDING AND PROTECTION | 05985 | 283,780.000 |
283,780.000 |
$0.400 |
SQYD | 0.3 |
| 0560 | SPECIAL SEEDING CROWN VETCH | 05989 | 20,850.000 |
20,850.000 |
$0.300 |
SQYD | 0.0 |
| 0565 | SODDING | 05990 | 7,907.000 |
7,907.000 |
$7.000 |
SQYD | 0.1 |
| 0570 | AGRICULTURAL LIMESTONE | 05992 | 177.000 |
177.000 |
$65.000 |
TON | 0.0 |
| 0575 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 295,000.000 |
292,200.000 |
$0.210 |
LF | 0.1 |
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 33,862.000 |
15,000.000 |
$0.230 |
LF | 0.0 |
| 0585 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | 76,291.000 |
791.000 |
$0.260 |
LF | 0.0 |
| 0590 | PAVE STRIPING-PERM PAINT-8 IN (CROSS WALK) | 06516 | 1,994.000 |
1,994.000 |
$0.750 |
LF | 0.0 |
| 0595 | PAVE STRIPING-THERMO-6 IN W | 06542 | 1,121.000 |
1,121.000 |
$4.000 |
LF | 0.0 |
| 0600 | PAVE STRIPING-THERMO-8 IN Y | 06545 | 534.000 |
534.000 |
$6.000 |
LF | 0.0 |
| 0605 | PAVE STRIPING-THERMO-12 IN W | 06546 | 5,908.000 |
5,908.000 |
$5.000 |
LF | 0.1 |
| 0610 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 1,000.000 |
1,000.000 |
$5.000 |
LF | 0.0 |
| 0615 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 1,000.000 |
1,000.000 |
$5.000 |
LF | 0.0 |
| 0620 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 1,974.000 |
1,974.000 |
$5.000 |
LF | 0.0 |
| 0625 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 723.000 |
723.000 |
$10.000 |
LF | 0.0 |
| 0630 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 2,711.000 |
2,711.000 |
$5.000 |
SQFT | 0.0 |
| 0635 | PAVE MARKING-THERMO CURV ARROW | 06574 | 84.000 |
84.000 |
$70.000 |
EACH | 0.0 |
| 0640 | PAVE MARKING-THERMO COMB ARROW | 06575 | 3.000 |
3.000 |
$95.000 |
EACH | 0.0 |
| 0645 | PAVE MARKING-THERMO ONLY | 06576 | 10.000 |
10.000 |
$300.000 |
EACH | 0.0 |
| 0650 | PAVE MARKING-THERMO MERGE ARROW | 06578 | 12.000 |
12.000 |
$275.000 |
EACH | 0.0 |
| 0655 | REMOVE PAVEMENT MARKER TYPE V | 06600 | 219.000 |
219.000 |
$4.980 |
EACH | 0.0 |
| 0660 | PAVE MARKING-PAINT WORDS | 06601NC | 6.000 |
6.000 |
$100.000 |
EACH | 0.0 |
| 0665 | CONCRETE-CLASS A | 08100 | 249.000 |
249.000 |
$850.000 |
CUYD | 0.5 |
| 0670 | STEEL REINFORCEMENT | 08150 | 626.000 |
626.000 |
$1.300 |
LB | 0.0 |
| 0675 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | 8.000 |
6.000 |
$5,500.000 |
EACH | 0.1 |
| 0680 | FUEL ADJUSTMENT | 10020NS | 272,776.000 |
272,776.000 |
$1.000 |
DOLL | 0.7 |
| 0685 | ASPHALT ADJUSTMENT | 10030NS | 414,199.000 |
414,199.000 |
$1.000 |
DOLL | 1.0 |
| 0690 | W CAP EXISTING MAIN (SANITARY SEWER) | 14003 | 16.000 |
16.000 |
$1,700.000 |
EACH | 0.1 |
| 0695 | S ENCASEMENT CONCRETE | 15012 | 8.000 |
8.000 |
$116.000 |
LF | 0.0 |
| 0700 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | 330.000 |
178.000 |
$508.000 |
LF | 0.4 |
| 0705 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | 20.000 |
86.000 |
$1,140.000 |
LF | 0.1 |
| 0710 | S ENCASEMENT STEEL BORED RANGE 6 | 15019 | 180.000 |
180.000 |
$867.000 |
LF | 0.4 |
| 0715 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | 40.000 |
40.000 |
$171.250 |
LF | 0.0 |
| 0720 | S ENCASEMENT STEEL OPEN CUT RANGE 5 | 15024 | 216.000 |
216.000 |
$224.500 |
LF | 0.1 |
| 0725 | S FORCE MAIN PVC 03 INCH | 15058 | 370.000 |
370.000 |
$96.000 |
LF | 0.1 |
| 0730 | S FORCE MAIN TIE-IN 03 INCH | 15072 | 1.000 |
1.000 |
$3,100.000 |
EACH | 0.0 |
| 0735 | S LATERAL CLEANOUT | 15086 | 4.000 |
4.000 |
$890.000 |
EACH | 0.0 |
| 0740 | S LATERAL SHORT SIDE 06 INCH | 15090 | 4.000 |
4.000 |
$5,500.000 |
EACH | 0.1 |
| 0745 | S MANHOLE | 15092 | 27.000 |
24.000 |
$5,300.000 |
EACH | 0.3 |
| 0750 | S MANHOLE ABANDON/REMOVE | 15093 | 25.000 |
25.000 |
$1,450.000 |
EACH | 0.1 |
| 0755 | S MANHOLE CASTING STANDARD | 15095 | 25.000 |
25.000 |
$450.000 |
EACH | 0.0 |
| 0760 | S MANHOLE CASTING WATERTIGHT | 15096 | 2.000 |
2.000 |
$665.000 |
EACH | 0.0 |
| 0765 | S PIPE PVC 08 INCH | 15112 | 1,855.000 |
1,855.000 |
$154.000 |
LF | 0.7 |
| 0770 | S PIPE PVC 12 INCH | 15114 | 3,486.000 |
3,486.000 |
$192.750 |
LF | 1.6 |
| 0775 | S PIPE PVC 24 INCH | 15117 | 470.000 |
470.000 |
$263.500 |
LF | 0.3 |
| 0780 | S PIPE SPECIAL (PVC 30-IN) | 15118 | 220.000 |
392.000 |
$271.500 |
LF | 0.1 |
| 0785 | S PIPE SPECIAL (PVC 36-IN) | 15118 | 142.000 |
9.000 |
$325.500 |
LF | 0.1 |
| 0790 | TREE (AUTUMN GOLD GINKO) | 20000ES724 | 3.000 |
3.000 |
$400.000 |
EACH | 0.0 |
| 0795 | TREE (EASTERN RED CEDAR) | 20000ES724 | 14.000 |
14.000 |
$500.000 |
EACH | 0.0 |
| 0800 | TREE (LONDON PLANETREE) | 20000ES724 | 5.000 |
5.000 |
$300.000 |
EACH | 0.0 |
| 0805 | TREE (SARGENT CHERRY) | 20000ES724 | 5.000 |
5.000 |
$300.000 |
EACH | 0.0 |
| 0810 | TREE (SERVICEBERRY) | 20000ES724 | 3.000 |
3.000 |
$300.000 |
EACH | 0.0 |
| 0815 | OBJECT MARKER TY 3 | 20191ED | 6.000 |
6.000 |
$150.000 |
EACH | 0.0 |
| 0820 | LAW ENFORCEMENT OFFICER | 20411ED | 5,000.000 |
5,000.000 |
$50.000 |
HOUR | 0.6 |
| 0825 | SAW CUT (NO LONG. EDGE KEY) | 20430ED | 1,330.000 |
1,330.000 |
$1.500 |
LF | 0.0 |
| 0830 | WHITE OAK | 20451NS724 | 4.000 |
4.000 |
$400.000 |
EACH | 0.0 |
| 0835 | SAWCUT PAVEMENT | 20550ND | 2,000.000 |
2,000.000 |
$1.500 |
LF | 0.0 |
| 0840 | REMOVE BARRIER | 20591EC | 60.000 |
60.000 |
$125.000 |
LF | 0.0 |
| 0845 | PAVE MARKING THERMO-BIKE | 20782NS714 | 17.000 |
17.000 |
$200.000 |
EACH | 0.0 |
| 0850 | LONGITUDINAL EDGE KEY | 21289ED | 34,412.000 |
34,412.000 |
$8.000 |
LF | 0.7 |
| 0855 | SHELLBARK HICKORY | 21568ES724 | 8.000 |
8.000 |
$400.000 |
EACH | 0.0 |
| 0860 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | 98.000 |
98.000 |
$40.000 |
LF | 0.0 |
| 0865 | HIGH STRENGTH GEOTEXTILE FABRIC TY V (TY 5) | 22861EN | 132,100.000 |
132,100.000 |
$3.650 |
SQYD | 1.2 |
| 0870 | BARRIER WALL TRANSITION | 22880ED | 275.000 |
275.000 |
$145.000 |
LF | 0.1 |
| 0875 | DECORATIVE HANDRAIL (LEGACY TRAIL) | 23143EN | 120.000 |
120.000 |
$275.000 |
LF | 0.1 |
| 0880 | DETECTABLE WARNINGS | 23158ES505 | 1,152.000 |
1,152.000 |
$35.000 |
SQFT | 0.1 |
| 0885 | BLACKGUM | 23244NS724 | 5.000 |
5.000 |
$400.000 |
EACH | 0.0 |
| 0890 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 7,826.000 |
7,826.000 |
$6.000 |
SQYD | 0.1 |
| 0895 | CONC MEDIAN BARRIER WALL TY 14C (MODIFIED: TEXTURED) | 23877EC | 4,006.000 |
4,006.000 |
$90.000 |
LF | 0.9 |
| 0900 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | 2.000 |
2.000 |
$30,000.000 |
EACH | 0.1 |
| 0905 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | 17.000 |
17.000 |
$100.000 |
EACH | 0.0 |
| 0910 | INLAID PAVEMENT MARKER | 24489EC | 1,763.000 |
1,763.000 |
$30.000 |
EACH | 0.1 |
| 0915 | PAVE MARK THERMO CHEVRON | 24679ED | 956.000 |
956.000 |
$5.000 |
SQFT | 0.0 |
| 0920 | PIPELINE INSPECTION | 24814EC | 10,037.000 |
10,037.000 |
$1.650 |
LF | 0.0 |
| 0925 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$400,000.000 |
LS | 1.0 |
| 8002 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 0.000 |
228.000 |
$4.200 |
LF | 0.0 |
| 8003 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | 0.000 |
29.000 |
$52.500 |
EACH | 0.0 |
| 8004 | SAND FOR BLOTTER | 02702 | 0.000 |
175.000 |
$85.690 |
TON | 0.0 |
| 8005 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8006 | GATE VALVE-12 IN non-compliant Buy America material | 03532 | 0.000 |
0.000 |
$7,489.000 |
EACH | 0.0 |
| 8007 | GATE VALVE-12 IN | 03532 | 0.000 |
0.000 |
$683.550 |
EACH | 0.0 |
| 8008 | GATE VALVE-8 IN non-compliant Buy America material | 03528 | 0.000 |
0.000 |
$2,874.000 |
EACH | 0.0 |
| 8009 | GATE VALVE-8 IN | 03528 | 0.000 |
0.000 |
$262.500 |
EACH | 0.0 |
| 8010 | GATE VALVE-4 IN non-compliant Buy America material | 03524 | 0.000 |
0.000 |
$1,299.500 |
EACH | 0.0 |
| 8011 | GATE VALVE-4 IN | 03524 | 0.000 |
0.000 |
$151.730 |
EACH | 0.0 |
| 8012 | GATE VALVE-2 IN non-compliant Buy America material | 03522 | 0.000 |
0.000 |
$506.000 |
EACH | 0.0 |
| 8013 | GATE VALVE-2 IN | 03522 | 0.000 |
0.000 |
$58.800 |
EACH | 0.0 |
| 8014 | TEE 12 IN 3-Way Spherical non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$2,428.200 |
EACH | 0.0 |
| 8015 | TEE 12 IN 3-Way Spherical | 24486ED | 0.000 |
0.000 |
$1,699.740 |
EACH | 0.0 |
| 8016 | TEE 8 IN 3-Way Spherical non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$1,230.670 |
EACH | 0.0 |
| 8017 | TEE 8 IN 3-Way Sph | 24486ED | 0.000 |
0.000 |
$861.350 |
EACH | 0.0 |
| 8018 | TEE 6 IN 3-Way Spherical non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$877.000 |
EACH | 0.0 |
| 8019 | TEE 6 IN 3-Way Sph | 24486ED | 0.000 |
0.000 |
$613.200 |
EACH | 0.0 |
| 8020 | TEE 4 IN 3-Way Spherical non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$698.000 |
EACH | 0.0 |
| 8021 | TEE 4 IN 3-Way Sph | 24486ED | 0.000 |
0.000 |
$489.300 |
EACH | 0.0 |
| 8022 | TEE 4 IN 3-Way Shortstop non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$357.000 |
EACH | 0.0 |
| 8023 | TEE 4 IN 3-Way Shortstop | 24486ED | 0.000 |
0.000 |
$249.900 |
EACH | 0.0 |
| 8024 | TEE 4 IN 3-Way Flat Bottom non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$396.000 |
EACH | 0.0 |
| 8025 | TEE 4 IN 3-Way Flat Bottom | 24486ED | 0.000 |
0.000 |
$277.200 |
EACH | 0.0 |
| 8026 | TEE 2 IN 3-Way Flat Bottom non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$116.000 |
EACH | 0.0 |
| 8027 | TEE 2 IN 3-Way Flat Bottom | 24486ED | 0.000 |
0.000 |
$80.850 |
EACH | 0.0 |
| 8028 | TEE 2 IN Purge Flat Bottom non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$52.200 |
EACH | 0.0 |
| 8029 | TEE 2 IN Purge Flat Bottom | 24486ED | 0.000 |
0.000 |
$36.540 |
EACH | 0.0 |
| 8030 | TEE 6 IN Weldfit SS non-compliant Buy America material | 24486ED | 0.000 |
0.000 |
$355.000 |
EACH | 0.0 |
| 8031 | TEE 6 IN WF SS | 24486ED | 0.000 |
0.000 |
$247.800 |
EACH | 0.0 |
| 8032 | G VALVE STEEL 01 INCH non-compliant Buy America material | 16111 | 0.000 |
0.000 |
$360.000 |
EACH | 0.0 |
| 8033 | G VALVE STEEL 01 INCH | 16111 | 0.000 |
0.000 |
$42.000 |
EACH | 0.0 |
| 8036 | TEMP GUARDRAIL | 02397 | 0.000 |
700.000 |
$10.500 |
LF | 0.0 |
| 8037 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | 0.000 |
1.000 |
$2,730.000 |
EACH | 0.0 |
| 8055 | TEE 12 IN TDW SPHERICAL 3WAY TEE | 24486ED | 0.000 |
1.000 |
$1,855.650 |
EACH | 0.0 |
| 8056 | TEE 12 IN TDW SPHERICAL 3WAY TEE non-compliant Buy America Mat. | 24486ED | 0.000 |
1.000 |
$2,650.930 |
EACH | 0.0 |
| 8057 | TEE 4 IN TDW FLAT BOTTOM 3WAY TEE | 24486ED | 0.000 |
1.000 |
$289.180 |
EACH | 0.0 |
| 8058 | TEE 4 IN TDW FLAT BOTTOM 3WAY TEE non-compliant Buy America Mat. | 24486ED | 0.000 |
1.000 |
$413.120 |
EACH | 0.0 |
| 8059 | TEE 2 IN TDW FLAT BOTTOM PURGE TEE | 24486ED | 0.000 |
2.000 |
$40.080 |
EACH | 0.0 |
| 8060 | TEE 2 IN TDW FLAT BOTTOM PURGE TEE non-compliant Buy America Mat | 24486ED | 0.000 |
2.000 |
$57.260 |
EACH | 0.0 |
| 8061 | TEE 12 IN TDW SPHERICAL 3WAY TEE | 24486ED | 0.000 |
2.000 |
$1,867.940 |
EACH | 0.0 |
| 8062 | TEE 12 IN TDW SPHERICAL 3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
2.000 |
$2,668.490 |
EACH | 0.0 |
| 8063 | TEE 8 IN TDW SPHERICAL 3WAY TEE | 24486ED | 0.000 |
1.000 |
$952.620 |
EACH | 0.0 |
| 8064 | TEE 8 IN TDW SPHERICAL 3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
1.000 |
$1,360.880 |
EACH | 0.0 |
| 8065 | TEE 2 IN TDW FLAT BOTTOM PURGE TEE | 24486ED | 0.000 |
3.000 |
$40.800 |
EACH | 0.0 |
| 8066 | TEE 2 IN TDW FLAT BOTTOM PURGE TEE non-compliant Buy America Mat | 24486ED | 0.000 |
3.000 |
$58.280 |
EACH | 0.0 |
| 8067 | GATE VALVE-8 IN KEROTEST WE | 03528 | 0.000 |
2.000 |
$511.820 |
EACH | 0.0 |
| 8068 | GATE VALVE-8 IN 8 IN KEROTEST WE non-compliant Buy America Mat | 03528 | 0.000 |
2.000 |
$5,605.690 |
EACH | 0.0 |
| 8069 | GATE VALVE-4 IN KEROTEST WE | 03524 | 0.000 |
1.000 |
$289.810 |
EACH | 0.0 |
| 8070 | GATE VALVE-4 IN 4 IN KEROTEST WE non-compliant Buy America Mat | 03524 | 0.000 |
1.000 |
$2,484.040 |
EACH | 0.0 |
| 8071 | G VALVE STEEL 01 INCH KEROTEST WE | 16111 | 0.000 |
2.000 |
$81.650 |
EACH | 0.0 |
| 8072 | G VALVE STEEL 01 INCH KEROTEST WE non-compliant Buy America Material | 16111 | 0.000 |
2.000 |
$699.860 |
EACH | 0.0 |
| 8073 | TEE 12 IN TDW SPHERICAL 3WAY TEE | 24486ED | 0.000 |
2.000 |
$1,864.650 |
EACH | 0.0 |
| 8074 | TEE 12 IN TDW SPHERICAL 3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
2.000 |
$2,663.790 |
EACH | 0.0 |
| 8075 | TEE 8 IN TDW SHERICAL 3WAY TEE | 24486ED | 0.000 |
2.000 |
$944.470 |
EACH | 0.0 |
| 8076 | TEE 8 IN TDW SPHERICAL 3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
2.000 |
$1,349.240 |
EACH | 0.0 |
| 8077 | TEE 6 IN TDW SPHERICAL 3WAY TEE | 24486ED | 0.000 |
1.000 |
$673.620 |
EACH | 0.0 |
| 8078 | TEE 8 IN TDW SHERICAL 3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
1.000 |
$962.320 |
EACH | 0.0 |
| 8079 | TEE 4 IN TDW SPHERICAL 3WAY TEE | 24486ED | 0.000 |
1.000 |
$536.420 |
EACH | 0.0 |
| 8080 | TEE 4 IN SPHERICAL 3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
1.000 |
$766.320 |
EACH | 0.0 |
| 8081 | TEE 4 IN TDW FLAT BOTTOM 3WAY TEE | 24486ED | 0.000 |
1.000 |
$331.010 |
EACH | 0.0 |
| 8082 | TEE 4 IN TDW FLAT BOTTOM3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
1.000 |
$472.890 |
EACH | 0.0 |
| 8083 | TEE 2 IN TDW FLAT BOTTOM 3WAY TEE | 24486ED | 0.000 |
1.000 |
$89.240 |
EACH | 0.0 |
| 8084 | TEE 2 IN TDW FLAT BOTTOM3WAY TEE non-compliant Buy America Mat | 24486ED | 0.000 |
1.000 |
$127.470 |
EACH | 0.0 |
| 8085 | TEE 6 IN TDE WELDFIT SHORTSTOP | 24486ED | 0.000 |
1.000 |
$272.430 |
EACH | 0.0 |
| 8086 | TEE 6 IN TDW WELDFIT SHORTSTOP non-compliant Buy | 24486ED | 0.000 |
1.000 |
$389.170 |
EACH | 0.0 |
| 8087 | TEE 2 IN TDW FLAT BOTTOM PURGE TEE | 24486ED | 0.000 |
15.000 |
$40.320 |
EACH | 0.0 |
| 8088 | TEE 2 IN TDW FLAT BOTTOM PURGE TEE non-compliant Buy America Mat | 24486ED | 0.000 |
15.000 |
$57.600 |
EACH | 0.0 |
| 8089 | TEE 12 IN TDW WELDFIT SHORTSTOP | 24486ED | 0.000 |
1.000 |
$1,040.260 |
EACH | 0.0 |
| 8090 | TEE 12 IN TDW WELDFIT SHORTSTOP non-compliant Buy America Mat | 24486ED | 0.000 |
1.000 |
$1,486.090 |
EACH | 0.0 |
| 8102 | BYPASS PUMPING (CREDIT) | 23346EC | 0.000 |
1.000 |
$-40,000.000 |
LS | 0.0 |
| 8103 | S MANHOLE SPECIAL MODIFIED MH15 | 15098 | 0.000 |
1.000 |
$38,500.000 |
EACH | 0.0 |
| 8104 | S MANHOLE SPECIAL MODIFIED MH19 | 15098 | 0.000 |
1.000 |
$10,490.000 |
EACH | 0.0 |
| 8106 | STANDARD BARRIER MEDIAN TYPE 2 Newtown Pike | 01917 | 0.000 |
324.000 |
$176.800 |
SQYD | 0.0 |
| 8107 | STANDARD BARRIER MEDIAN TYPE 3 Newtown Pike | 01919 | 0.000 |
116.000 |
$184.140 |
SQYD | 0.0 |
| 8108 | MAINTAIN & CONTROL TRAFFIC Newtown Pike Barrier Median | 02650 | 0.000 |
1.000 |
$11,437.120 |
LS | 0.0 |
| 8110 | PAVE STRIPING-THERMO-6 IN W | 06542 | 0.000 |
60,153.000 |
$1.210 |
LF | 0.0 |
| 8111 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 0.000 |
50,000.000 |
$1.210 |
LF | 0.0 |
| 8112 | PAVE STRIPING-THERMO-12 IN W | 06546 | 0.000 |
6,419.000 |
$2.420 |
LF | 0.0 |
| 8115 | EW~ Additional Maintenance of Traffic | 10090NX | 0.000 |
1.000 |
$214,464.680 |
LS | 0.0 |
Category Total $13,985,779.79 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0930 | ENTRANCE PIPE-24 IN | 00443 | 22.000 |
22.000 |
$52.500 |
LF | 0.0 |
| 0935 | CULVERT PIPE-15 IN | 00461 | 585.000 |
585.000 |
$56.300 |
LF | 0.1 |
| 0940 | CULVERT PIPE-18 IN | 00462 | 194.000 |
194.000 |
$58.250 |
LF | 0.0 |
| 0945 | CULVERT PIPE-24 IN | 00464 | 139.000 |
139.000 |
$97.200 |
LF | 0.0 |
| 0950 | CULVERT PIPE-54 IN | 00471 | 53.000 |
53.000 |
$362.000 |
LF | 0.0 |
| 0955 | STORM SEWER PIPE-12 IN | 00520 | 52.000 |
52.000 |
$63.500 |
LF | 0.0 |
| 0960 | STORM SEWER PIPE-15 IN | 00521 | 1,621.000 |
1,621.000 |
$56.000 |
LF | 0.2 |
| 0965 | STORM SEWER PIPE-18 IN | 00522 | 3,658.000 |
3,658.000 |
$58.000 |
LF | 0.5 |
| 0970 | STORM SEWER PIPE-24 IN | 00524 | 1,459.000 |
1,459.000 |
$80.000 |
LF | 0.3 |
| 0975 | STORM SEWER PIPE-30 IN | 00526 | 1,078.000 |
1,078.000 |
$125.000 |
LF | 0.3 |
| 0980 | STORM SEWER PIPE-36 IN | 00528 | 520.000 |
520.000 |
$160.000 |
LF | 0.2 |
| 0985 | STORM SEWER PIPE-48 IN | 00530 | 534.000 |
534.000 |
$300.000 |
LF | 0.4 |
| 0990 | STORM SEWER PIPE-54 IN | 00531 | 174.000 |
174.000 |
$330.000 |
LF | 0.1 |
| 0995 | PERFORATED PIPE-4 IN | 01000 | 22,254.000 |
22,254.000 |
$4.150 |
LF | 0.2 |
| 1000 | PERFORATED PIPE-6 IN | 01001 | 7,273.000 |
7,273.000 |
$5.650 |
LF | 0.1 |
| 1005 | PERFORATED PIPE-8 IN | 01002 | 1,427.000 |
1,427.000 |
$6.500 |
LF | 0.0 |
| 1010 | PERFORATED PIPE-12 IN | 01004 | 3,200.000 |
3,200.000 |
$9.600 |
LF | 0.1 |
| 1015 | NON-PERFORATED PIPE-4 IN | 01010 | 1,396.000 |
1,396.000 |
$10.000 |
LF | 0.0 |
| 1020 | NON-PERFORATED PIPE-6 IN | 01011 | 399.000 |
399.000 |
$8.000 |
LF | 0.0 |
| 1025 | NON-PERFORATED PIPE-8 IN | 01012 | 55.000 |
55.000 |
$12.000 |
LF | 0.0 |
| 1030 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 9.000 |
9.000 |
$375.000 |
EACH | 0.0 |
| 1035 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | 2.000 |
2.000 |
$385.000 |
EACH | 0.0 |
| 1040 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 4.000 |
4.000 |
$410.000 |
EACH | 0.0 |
| 1045 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | 1.000 |
1.000 |
$415.000 |
EACH | 0.0 |
| 1050 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 13.000 |
13.000 |
$480.000 |
EACH | 0.0 |
| 1055 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | 5.000 |
5.000 |
$485.000 |
EACH | 0.0 |
| 1060 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | 27.000 |
27.000 |
$480.000 |
EACH | 0.0 |
| 1065 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | 3.000 |
3.000 |
$485.000 |
EACH | 0.0 |
| 1070 | PERF PIPE HEADWALL TY 4-8 IN | 01034 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1075 | PIPE CULVERT HEADWALL-12 IN | 01200 | 1.000 |
1.000 |
$975.000 |
EACH | 0.0 |
| 1080 | PIPE CULVERT HEADWALL-15 IN | 01202 | 8.000 |
8.000 |
$995.000 |
EACH | 0.0 |
| 1085 | PIPE CULVERT HEADWALL-18 IN | 01204 | 3.000 |
3.000 |
$1,085.000 |
EACH | 0.0 |
| 1090 | PIPE CULVERT HEADWALL-24 IN | 01208 | 2.000 |
2.000 |
$1,265.000 |
EACH | 0.0 |
| 1095 | PIPE CULVERT HEADWALL-30 IN | 01210 | 2.000 |
2.000 |
$1,575.000 |
EACH | 0.0 |
| 1100 | PIPE CULVERT HEADWALL-36 IN | 01212 | 1.000 |
1.000 |
$1,910.000 |
EACH | 0.0 |
| 1105 | PIPE CULVERT HEADWALL-27 IN | 01223 | 1.000 |
1.000 |
$1,470.000 |
EACH | 0.0 |
| 1110 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 11.000 |
11.000 |
$1,420.000 |
EACH | 0.0 |
| 1115 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 14.000 |
14.000 |
$1,340.000 |
EACH | 0.0 |
| 1120 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 7.000 |
7.000 |
$2,480.000 |
EACH | 0.0 |
| 1125 | S & F BOX INLET-OUTLET-18 IN | 01450 | 1.000 |
1.000 |
$2,155.000 |
EACH | 0.0 |
| 1130 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$4,465.000 |
EACH | 0.0 |
| 1135 | CURB BOX INLET TYPE A | 01456 | 36.000 |
36.000 |
$5,075.000 |
EACH | 0.4 |
| 1140 | CURB BOX INLET TYPE B | 01480 | 18.000 |
18.000 |
$5,425.000 |
EACH | 0.2 |
| 1145 | CURB BOX INLET TYPE F | 01487 | 3.000 |
3.000 |
$3,405.000 |
EACH | 0.0 |
| 1150 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
5.000 |
$5,065.000 |
EACH | 0.1 |
| 1155 | DROP BOX INLET TYPE 3 | 01496 | 1.000 |
1.000 |
$5,380.000 |
EACH | 0.0 |
| 1160 | DROP BOX INLET TYPE 5D | 01511 | 2.000 |
2.000 |
$5,095.000 |
EACH | 0.0 |
| 1165 | DROP BOX INLET TYPE 11 | 01544 | 15.000 |
15.000 |
$2,630.000 |
EACH | 0.1 |
| 1170 | DROP BOX INLET TYPE 13G | 01559 | 3.000 |
3.000 |
$3,220.000 |
EACH | 0.0 |
| 1175 | DROP BOX INLET TYPE 14 | 01577 | 7.000 |
7.000 |
$2,205.000 |
EACH | 0.0 |
| 1180 | CAP DROP BOX INLET | 01584 | 3.000 |
3.000 |
$735.000 |
EACH | 0.0 |
| 1185 | CONC MED BARR BOX INLET TY 14B2 | 01615 | 4.000 |
4.000 |
$9,430.000 |
EACH | 0.1 |
| 1190 | CONC MED BARR BOX INLET TY 14B1 | 01616 | 1.000 |
1.000 |
$7,995.000 |
EACH | 0.0 |
| 1195 | CAP CURB BOX INLET | 01634 | 7.000 |
7.000 |
$1,675.000 |
EACH | 0.0 |
| 1200 | JUNCTION BOX-18 IN | 01642 | 3.000 |
3.000 |
$1,150.000 |
EACH | 0.0 |
| 1205 | JUNCTION BOX-30 IN | 01644 | 1.000 |
1.000 |
$3,015.000 |
EACH | 0.0 |
| 1210 | FLUME INLET TYPE 2 | 01691 | 4.000 |
4.000 |
$3,995.000 |
EACH | 0.0 |
| 1215 | MANHOLE TYPE A | 01756 | 8.000 |
8.000 |
$3,415.000 |
EACH | 0.1 |
| 1220 | MANHOLE TYPE C | 01767 | 6.000 |
6.000 |
$7,265.000 |
EACH | 0.1 |
| 1225 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 2.000 |
2.000 |
$2,515.000 |
EACH | 0.0 |
| 1230 | CONCRETE-CLASS B | 02555 | 72.000 |
72.000 |
$355.000 |
CUYD | 0.1 |
| 1235 | CONCRETE-CLASS A | 08100 | 15.930 |
15.930 |
$875.000 |
CUYD | 0.0 |
| 1240 | DRAIN PIPE-8 IN | 08821 | 59.000 |
59.000 |
$40.000 |
LF | 0.0 |
| 1245 | CONC MEDIAN BARRIER BOX INLET TY 14A1 | 20932ND | 1.000 |
1.000 |
$7,995.000 |
EACH | 0.0 |
| 1250 | CORED HOLE DRAINAGE BOX CON | 23610NC | 73.000 |
73.000 |
$175.000 |
EACH | 0.0 |
| 1255 | DRAINAGE JUNCTION BOX TY B | 23952EC | 12.000 |
12.000 |
$1,685.000 |
EACH | 0.0 |
| 1260 | RESET GRATE | 23970NC | 1.000 |
1.000 |
$100.000 |
EACH | 0.0 |
| 1265 | PIPE CULVERT HEADWALL-54 IN | 24026EC | 3.000 |
3.000 |
$4,825.000 |
EACH | 0.0 |
| 8040 | STORM SEWER PIPE-18 IN EQUIV | 00552 | 0.000 |
100.000 |
$94.320 |
LF | 0.0 |
| 8041 | DROP BOX INLET TYPE 11 MOD | 01545 | 0.000 |
3.000 |
$4,471.070 |
EACH | 0.0 |
| 8109 | EW~ Georgetown Road Storm Sewer Cost Plus | 10090NX | 0.000 |
1.000 |
$39,847.520 |
LS | 0.0 |
Category Total $1,889,222.60 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - US 25 - GEORGETOWN ROAD - DWG. 27260 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1270 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 336.000 |
336.000 |
$232.000 |
CUYD | 0.2 |
| 1275 | STRUCTURE GRANULAR BACKFILL | 02231 | 790.000 |
790.000 |
$65.000 |
CUYD | 0.1 |
| 1280 | MASONRY COATING | 02998 | 2,801.000 |
2,801.000 |
$10.000 |
SQYD | 0.1 |
| 1285 | ARMORED EDGE FOR CONCRETE | 03299 | 220.000 |
220.000 |
$60.000 |
LF | 0.0 |
| 1290 | STRUCTURE EXCAVATION-COMMON | 08001 | 1,001.000 |
1,001.000 |
$71.000 |
CUYD | 0.2 |
| 1295 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 188.000 |
188.000 |
$62.000 |
CUYD | 0.0 |
| 1300 | FOUNDATION PREPARATION (PIER NO. 1) | 08003 | 1.000 |
1.000 |
$8,200.000 |
LS | 0.0 |
| 1305 | FOUNDATION PREPARATION (PIER NO. 3) | 08003 | 1.000 |
1.000 |
$8,200.000 |
LS | 0.0 |
| 1310 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 683.000 |
683.000 |
$43.000 |
TON | 0.1 |
| 1315 | TEST PILES | 08033 | 24.000 |
24.000 |
$55.000 |
LF | 0.0 |
| 1320 | PILES-STEEL HP12X53 | 08046 | 354.000 |
354.000 |
$55.000 |
LF | 0.0 |
| 1325 | PILE POINTS-12 IN | 08094 | 16.000 |
16.000 |
$114.000 |
EACH | 0.0 |
| 1330 | CONCRETE-CLASS A | 08100 | 711.000 |
711.000 |
$511.000 |
CUYD | 0.9 |
| 1335 | CONCRETE-CLASS AA | 08104 | 1,159.000 |
1,159.000 |
$554.000 |
CUYD | 1.5 |
| 1340 | MECHANICAL REINF COUPLER #5 | 08130 | 40.000 |
40.000 |
$30.000 |
EACH | 0.0 |
| 1345 | MECHANICAL REINF COUPLER #6 | 08131 | 30.000 |
30.000 |
$31.000 |
EACH | 0.0 |
| 1350 | MECHANICAL REINF COUPLER #9 | 08134 | 8.000 |
8.000 |
$78.000 |
EACH | 0.0 |
| 1355 | MECHANICAL REINF COUPLER #10 | 08135 | 48.000 |
48.000 |
$114.000 |
EACH | 0.0 |
| 1360 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | 709.000 |
709.000 |
$32.000 |
EACH | 0.1 |
| 1365 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | 376.000 |
376.000 |
$31.000 |
EACH | 0.0 |
| 1370 | STEEL REINFORCEMENT | 08150 | 120,780.000 |
120,780.000 |
$1.130 |
LB | 0.3 |
| 1375 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 276,785.000 |
276,785.000 |
$1.190 |
LB | 0.8 |
| 1380 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,990.000 |
1,990.000 |
$362.000 |
LF | 1.7 |
| 1385 | DRILLED SHAFT-ROCK 48 IN | 20637ED | 24.000 |
24.000 |
$1,410.000 |
LF | 0.1 |
| 1390 | ROCK SOUNDINGS | 20745ED | 95.000 |
95.000 |
$22.000 |
LF | 0.0 |
| 1395 | ROCK CORINGS | 20746ED | 334.000 |
334.000 |
$66.000 |
LF | 0.1 |
| 1400 | RAIL SYSTEM TYPE III | 21532ED | 502.000 |
502.000 |
$134.000 |
LF | 0.2 |
| 1405 | PEDESTRIAN RAIL | 23538EC | 502.000 |
502.000 |
$194.000 |
LF | 0.2 |
| 1410 | DRILLED SHAFT-48 IN-COMMON | 23583EC | 95.000 |
95.000 |
$1,314.000 |
LF | 0.3 |
| 1415 | DRILLED SHAFT-42 IN-ROCK | 23584EC | 112.000 |
112.000 |
$823.000 |
LF | 0.2 |
| 1420 | BEAM ERECTION | 23953EC | 12.000 |
12.000 |
$11,200.000 |
EACH | 0.3 |
| 8052 | NON-SPEC MATERIAL Pachometer Readings | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8093 | CLEAN & PAINT STRUCTURAL STEEL | 08434 | 0.000 |
1.000 |
$69,953.630 |
LS | 0.0 |
| 8094 | CONDUIT-3 IN | 04797 | 0.000 |
526.000 |
$9.540 |
LF | 0.0 |
| 8095 | JUNCTION BOX-24 IN | 01643 | 0.000 |
2.000 |
$937.910 |
EACH | 0.0 |
| 8099 | MASS CONCRETE | 10040ES | 0.000 |
242.000 |
$214.540 |
CUYD | 0.0 |
| 8105 | EW~ Containment for Georgetown Bridge Painting | 10090NX | 0.000 |
1.000 |
$10,473.750 |
LS | 0.0 |
| 8117 | PILES-STEEL HP14X73 | 08050 | 0.000 |
30.000 |
$70.000 |
LF | 0.0 |
Category Total $3,129,870.55 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - KY 922 - NEWTOWN PIKE - DWG. 27261 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1425 | STRUCTURE GRANULAR BACKFILL | 02231 | 346.000 |
346.000 |
$64.000 |
CUYD | 0.1 |
| 1430 | MASONRY COATING | 02998 | 2,104.000 |
2,104.000 |
$10.000 |
SQYD | 0.1 |
| 1435 | ARMORED EDGE FOR CONCRETE | 03299 | 264.000 |
264.000 |
$60.000 |
LF | 0.0 |
| 1440 | STRUCTURE EXCAVATION-COMMON | 08001 | 642.000 |
642.000 |
$35.000 |
CUYD | 0.1 |
| 1445 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 103.000 |
103.000 |
$60.000 |
CUYD | 0.0 |
| 1450 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 776.000 |
776.000 |
$30.000 |
TON | 0.1 |
| 1455 | TEST PILES | 08033 | 45.000 |
45.000 |
$70.000 |
LF | 0.0 |
| 1460 | PILES-STEEL HP14X73 | 08050 | 693.000 |
693.000 |
$70.000 |
LF | 0.1 |
| 1465 | PILE POINTS-14 IN | 08095 | 34.000 |
34.000 |
$127.000 |
EACH | 0.0 |
| 1470 | CONCRETE-CLASS A | 08100 | 347.000 |
347.000 |
$557.000 |
CUYD | 0.5 |
| 1475 | CONCRETE-CLASS AA | 08104 | 1,260.000 |
1,260.000 |
$532.000 |
CUYD | 1.6 |
| 1480 | MECHANICAL REINF COUPLER #5 | 08130 | 16.000 |
16.000 |
$30.000 |
EACH | 0.0 |
| 1485 | MECHANICAL REINF COUPLER #9 | 08134 | 16.000 |
16.000 |
$78.000 |
EACH | 0.0 |
| 1490 | MECHANICAL REINF COUPLER #10 | 08135 | 24.000 |
24.000 |
$114.000 |
EACH | 0.0 |
| 1495 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | 20.000 |
20.000 |
$32.000 |
EACH | 0.0 |
| 1500 | STEEL REINFORCEMENT | 08150 | 63,530.000 |
63,530.000 |
$1.130 |
LB | 0.2 |
| 1505 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 433,171.000 |
433,171.000 |
$1.190 |
LB | 1.2 |
| 1510 | RAIL SYSTEM TYPE III | 21532ED | 522.000 |
522.000 |
$134.000 |
LF | 0.2 |
| 1515 | PEDESTRIAN RAIL | 23538EC | 510.000 |
510.000 |
$194.000 |
LF | 0.2 |
| 1520 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | 6.000 |
6.000 |
$65.000 |
EACH | 0.0 |
| 1525 | PPC I-BEAM HN 60-49 | 24539EC | 3,354.000 |
3,354.000 |
$356.000 |
LF | 2.9 |
| 8051 | NON-SPEC MATERIAL Pachometer Readings | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8096 | CONDUIT-3 IN | 04797 | 0.000 |
546.000 |
$9.540 |
LF | 0.0 |
| 8097 | JUNCTION BOX-24 IN | 01643 | 0.000 |
2.000 |
$937.910 |
EACH | 0.0 |
Category Total $2,986,199.39 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE - LEXMARK ACCESS ROAD - DWG. 27262 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1530 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 1,510.000 |
2,460.000 |
$70.000 |
CUYD | 0.3 |
| 1535 | STRUCTURE GRANULAR BACKFILL | 02231 | 200.000 |
200.000 |
$47.000 |
CUYD | 0.0 |
| 1540 | MASONRY COATING | 02998 | 1,135.000 |
959.000 |
$10.000 |
SQYD | 0.0 |
| 1545 | ARMORED EDGE FOR CONCRETE | 03299 | 82.000 |
82.000 |
$60.000 |
LF | 0.0 |
| 1550 | STRUCTURE EXCAVATION-COMMON | 08001 | 45.000 |
45.000 |
$28.000 |
CUYD | 0.0 |
| 1555 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 25.000 |
25.000 |
$84.000 |
CUYD | 0.0 |
| 1560 | CONCRETE-CLASS A | 08100 | 310.700 |
248.900 |
$786.000 |
CUYD | 0.6 |
| 1565 | CONCRETE-CLASS AA | 08104 | 279.600 |
279.600 |
$655.000 |
CUYD | 0.4 |
| 1570 | MECHANICAL REINF COUPLER #5 | 08130 | 12.000 |
0.000 |
$30.000 |
EACH | 0.0 |
| 1575 | MECHANICAL REINF COUPLER #7 | 08132 | 7.000 |
0.000 |
$47.000 |
EACH | 0.0 |
| 1580 | MECHANICAL REINF COUPLER #8 | 08133 | 7.000 |
0.000 |
$64.000 |
EACH | 0.0 |
| 1585 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | 12.000 |
0.000 |
$32.000 |
EACH | 0.0 |
| 1590 | STEEL REINFORCEMENT | 08150 | 11,635.000 |
10,738.000 |
$1.130 |
LB | 0.0 |
| 1595 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 101,096.000 |
89,518.000 |
$1.190 |
LB | 0.3 |
| 1600 | SHEAR CONNECTORS (APPROXIMATELY 1,036) | 08170 | 1.000 |
0.000 |
$21,000.000 |
LS | 0.1 |
| 1605 | DRILLED SHAFT-ROCK 48 IN | 20637ED | 200.000 |
0.000 |
$780.000 |
LF | 0.4 |
| 1610 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | 170.000 |
0.000 |
$1,305.000 |
LF | 0.5 |
| 1615 | ROCK SOUNDINGS | 20745ED | 218.000 |
0.000 |
$22.000 |
LF | 0.0 |
| 1620 | ROCK CORINGS | 20746ED | 610.000 |
0.000 |
$66.000 |
LF | 0.1 |
| 1625 | RAIL SYSTEM TYPE III | 21532ED | 333.000 |
333.000 |
$134.000 |
LF | 0.1 |
| 1630 | DRILLED SHAFT-54 IN-COMMON | 22417EN | 186.000 |
0.000 |
$1,136.000 |
LF | 0.5 |
| 1635 | BICYCLE RAIL | 23849EC | 160.000 |
160.000 |
$198.000 |
LF | 0.1 |
| 1640 | PPC I-BEAM TYPE HN 36-49 | 23963EC | 983.000 |
983.000 |
$405.000 |
LF | 1.0 |
| 1645 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | 28.000 |
0.000 |
$64.000 |
EACH | 0.0 |
| 8042 | EW~ Temporary Pedestrian Bridge | 10090NX | 0.000 |
1.000 |
$172,394.040 |
LS | 0.0 |
| 8043 | PILES-STEEL HP12X53 | 08046 | 0.000 |
468.000 |
$60.000 |
LF | 0.0 |
| 8044 | PRE-DRILLING FOR PILES | 08039 | 0.000 |
160.000 |
$168.000 |
LF | 0.0 |
| 8045 | RETAINING WALL MSE | 08018 | 0.000 |
3,004.000 |
$84.000 |
SQFT | 0.0 |
| 8046 | VALUE ENGINEERING | 10121NX | 0.000 |
49,590.620 |
$1.000 |
DOLL | 0.0 |
| 8053 | NON-SPEC MATERIAL Pachometer Readings | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8091 | EW~ Redesign Fee - Lexmark VE | 10090NX | 0.000 |
1.000 |
$124,000.000 |
LS | 0.0 |
| 8098 | CONDUIT-3 IN | 04797 | 0.000 |
360.000 |
$9.540 |
LF | 0.0 |
Category Total $1,828,461.99 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE - CULVERT #1 - CANE RUN CREEK - DWG. 27263 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1650 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 40.000 |
40.000 |
$80.000 |
CUYD | 0.0 |
| 1655 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.1 |
| 1660 | CONCRETE-CLASS A | 08100 | 134.100 |
134.100 |
$740.000 |
CUYD | 0.2 |
| 1665 | STEEL REINFORCEMENT | 08150 | 16,340.000 |
16,340.000 |
$1.130 |
LB | 0.0 |
| 8054 | NON-SPEC MATERIAL Pachometer Readings | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $141,898.20 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0008 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1670 | BARRIER MOUNTING BRACKET | 04904 | 2.000 |
2.000 |
$175.000 |
EACH | 0.0 |
| 1675 | GMSS GALV STEEL TYPE A | 06400 | 1,628.000 |
1,628.000 |
$3.000 |
LB | 0.0 |
| 1680 | FLEXIBLE DELINEATOR POST-M/W | 06401 | 235.000 |
235.000 |
$30.000 |
EACH | 0.0 |
| 1685 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | 165.000 |
165.000 |
$30.000 |
EACH | 0.0 |
| 1690 | SBM ALUMINUM PANEL SIGNS | 06405 | 8,056.000 |
8,056.000 |
$19.000 |
SQFT | 0.4 |
| 1695 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 534.000 |
534.000 |
$15.000 |
SQFT | 0.0 |
| 1700 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 1,529.000 |
1,529.000 |
$15.000 |
SQFT | 0.1 |
| 1705 | STEEL POST TYPE 1 | 06410 | 4,273.000 |
4,273.000 |
$7.500 |
LF | 0.1 |
| 1710 | STEEL POST MILE MARKERS | 06412 | 4.000 |
4.000 |
$150.000 |
EACH | 0.0 |
| 1715 | OSS ALUMINUM 75 FT TRUSS | 06436 | 2.000 |
2.000 |
$68,000.000 |
EACH | 0.3 |
| 1720 | OSS ALUMINUM 80 FT TRUSS | 06438 | 3.000 |
3.000 |
$68,000.000 |
EACH | 0.5 |
| 1725 | GMSS GALV STEEL TYPE C | 06441 | 17,513.000 |
17,513.000 |
$7.000 |
LB | 0.3 |
| 1730 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | 5.000 |
5.000 |
$7,000.000 |
EACH | 0.1 |
| 1735 | CLASS A CONCRETE FOR SIGNS | 06490 | 293.000 |
293.000 |
$400.000 |
CUYD | 0.3 |
| 1740 | STEEL REINFORCEMENT FOR SIGNS | 06491 | 21,810.000 |
21,810.000 |
$3.200 |
LB | 0.2 |
| 1745 | REMOVE & RELOCATE SIGNS | 20418ED | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
| 1750 | ROADWAY CROSS SECTION | 20419ND | 23.000 |
23.000 |
$100.000 |
EACH | 0.0 |
| 1755 | BARRIER WALL POST | 20912ND | 2.000 |
2.000 |
$750.000 |
EACH | 0.0 |
| 1760 | GMSS TYPE D | 21596ND | 28.000 |
28.000 |
$300.000 |
EACH | 0.0 |
| 1765 | BARCODE SIGN INVENTORY | 24631EC | 257.000 |
257.000 |
$10.000 |
EACH | 0.0 |
| 1770 | OSS ALUMINUM 90 FT TRUSS - SPECIAL (800-SF SIGN AREA) | 24962ED | 2.000 |
2.000 |
$92,000.000 |
EACH | 0.4 |
| 8038 | INSTALL Remove & Temporarily Install Panel Signs | 24601EC | 0.000 |
6.000 |
$1,050.000 |
EACH | 0.0 |
| 8039 | ELECTRICAL SERVICE Remove & Replace Service for Parcel 49 | 04899 | 0.000 |
1.000 |
$4,964.070 |
EACH | 0.0 |
| 8113 | REMOVE AND REINSTALL Overhead Sign Support - Truss #3 | 24688EC | 0.000 |
1.000 |
$11,257.970 |
LS | 0.0 |
| 8114 | REMOVE AND REINSTALL Overhead Sign Support - Truss #6 | 24688EC | 0.000 |
1.000 |
$6,269.370 |
LS | 0.0 |
Category Total $1,124,743.50 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0009 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1775 | CONDUIT-1 IN | 04792 | 265.000 |
265.000 |
$11.300 |
LF | 0.0 |
| 1780 | CONDUIT-2 IN | 04795 | 235.000 |
235.000 |
$15.500 |
LF | 0.0 |
| 1785 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | 27.000 |
27.000 |
$800.000 |
EACH | 0.1 |
| 1790 | TRENCHING AND BACKFILLING | 04820 | 3,450.000 |
3,450.000 |
$4.260 |
LF | 0.0 |
| 1795 | OPEN CUT ROADWAY | 04821 | 235.000 |
235.000 |
$4.550 |
LF | 0.0 |
| 1800 | LOOP WIRE | 04830 | 14,250.000 |
14,250.000 |
$0.330 |
LF | 0.0 |
| 1805 | CABLE-NO. 14/7C | 04845 | 12,200.000 |
12,200.000 |
$1.500 |
LF | 0.0 |
| 1810 | CABLE-NO. 14/1 PAIR | 04850 | 19,250.000 |
19,250.000 |
$1.450 |
LF | 0.1 |
| 1815 | MESSENGER-10800 LB | 04885 | 2,675.000 |
2,675.000 |
$3.600 |
LF | 0.0 |
| 1820 | MESSENGER-15400 LB | 04886 | 125.000 |
125.000 |
$3.650 |
LF | 0.0 |
| 1825 | LOOP SAW SLOT AND FILL | 04895 | 5,700.000 |
5,700.000 |
$10.950 |
LF | 0.1 |
| 1830 | INSTALL STEEL STRAIN POLE | 04932 | 20.000 |
20.000 |
$1,450.000 |
EACH | 0.1 |
| 1835 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 24.000 |
24.000 |
$275.000 |
EACH | 0.0 |
| 1840 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 106.000 |
106.000 |
$198.000 |
EACH | 0.1 |
| 1845 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 44.000 |
44.000 |
$275.000 |
EACH | 0.0 |
| 1850 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | 1.000 |
1.000 |
$275.000 |
EACH | 0.0 |
| 1855 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 8.000 |
8.000 |
$275.000 |
EACH | 0.0 |
| 1860 | BORE AND JACK CONDUIT | 21543EN | 235.000 |
235.000 |
$20.000 |
LF | 0.0 |
| 1865 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 24.000 |
24.000 |
$275.000 |
EACH | 0.0 |
| 1870 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 1875 | COMMUNICATION CABLE | 23150NN | 100.000 |
100.000 |
$2.000 |
LF | 0.0 |
| 1880 | TRAFFIC SIGNAL POLE BASE | 23157EN | 96.000 |
96.000 |
$250.000 |
CUYD | 0.1 |
| 1885 | INSTALL SIGNAL PEDESTAL | 23222EC | 18.000 |
18.000 |
$2,200.000 |
EACH | 0.1 |
| 1890 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 1,500.000 |
1,500.000 |
$5.900 |
LF | 0.0 |
| 1895 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 2,150.000 |
2,150.000 |
$6.300 |
LF | 0.0 |
| 1900 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 5.000 |
5.000 |
$8,500.000 |
EACH | 0.1 |
| 1905 | REMOVE SIGNAL EQUIPMENT | 24955ED | 6.000 |
6.000 |
$1,872.250 |
EACH | 0.0 |
| 8092 | EW~ Install Camera Pole Service | 10090NX | 0.000 |
1.000 |
$4,336.090 |
LS | 0.0 |
Category Total $391,811.00 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0010 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1910 | POLE 80 FT MTG HT HIGH MAST | 04710 | 17.000 |
17.000 |
$28,500.000 |
EACH | 1.2 |
| 1915 | POLE BASE | 04740 | 59.000 |
59.000 |
$766.000 |
EACH | 0.1 |
| 1920 | LIGHTING CONTROL EQUIPMENT | 04761 | 4.000 |
4.000 |
$32,000.000 |
EACH | 0.3 |
| 1925 | FUSED CONNECTOR KIT | 04780 | 6.000 |
6.000 |
$117.550 |
EACH | 0.0 |
| 1930 | CONDUIT-3 IN | 04797 | 2,333.000 |
2,333.000 |
$30.000 |
LF | 0.2 |
| 1935 | MARKER | 04800 | 26.000 |
26.000 |
$272.000 |
EACH | 0.0 |
| 1940 | TRENCHING AND BACKFILLING | 04820 | 15,247.000 |
15,247.000 |
$4.260 |
LF | 0.2 |
| 1945 | OPEN CUT ROADWAY | 04821 | 4,759.000 |
4,759.000 |
$4.550 |
LF | 0.1 |
| 1950 | WIRE-NO. 6 | 04834 | 3,000.000 |
3,000.000 |
$1.200 |
LF | 0.0 |
| 1955 | WIRE-NO. 4 | 04835 | 1,750.000 |
1,750.000 |
$1.450 |
LF | 0.0 |
| 1960 | REMOVE LIGHTING (GEORGETOWN ROAD) | 04940 | 1.000 |
1.000 |
$43,739.000 |
LS | 0.1 |
| 1965 | REMOVE LIGHTING (KU GEORGETOWN) | 04940 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 1970 | REMOVE LIGHTING (LEXMARK BRIDGE TO WALMART ENTR) | 04940 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 1975 | REMOVE LIGHTING (LEXMARK ROUNDABOUT) | 04940 | 1.000 |
1.000 |
$12,500.000 |
LS | 0.0 |
| 1980 | REMOVE LIGHTING (NEWTOWN PIKE) | 04940 | 1.000 |
1.000 |
$43,739.000 |
LS | 0.1 |
| 1985 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 25.000 |
37.000 |
$1,150.000 |
EACH | 0.1 |
| 1990 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | 6.000 |
6.000 |
$1,675.000 |
EACH | 0.0 |
| 1995 | MAINTAIN LIGHTING (GEORGETOWN ROAD) | 20410ED | 1.000 |
1.000 |
$42,176.000 |
LS | 0.1 |
| 2000 | MAINTAIN LIGHTING (KU GEORGETOWN ) | 20410ED | 1.000 |
1.000 |
$18,500.000 |
LS | 0.0 |
| 2005 | MAINTAIN LIGHTING (LEXMARK BRIDGE TO WALMART ENTR) | 20410ED | 1.000 |
1.000 |
$18,500.000 |
LS | 0.0 |
| 2010 | MAINTAIN LIGHTING (LEXMARK ROUNDABOUT) | 20410ED | 1.000 |
1.000 |
$18,500.000 |
LS | 0.0 |
| 2015 | MAINTAIN LIGHTING (NEWTOWN PIKE) | 20410ED | 1.000 |
1.000 |
$42,176.000 |
LS | 0.1 |
| 2020 | BORE AND JACK CONDUIT | 21543EN | 4,759.000 |
4,759.000 |
$20.000 |
LF | 0.2 |
| 2025 | POLE BASE-HIGH MAST | 23161EN | 205.000 |
205.000 |
$250.000 |
CUYD | 0.1 |
| 2030 | LED LUMINAIRE | 24589ED | 14.000 |
14.000 |
$1,200.000 |
EACH | 0.0 |
| 2035 | HIGH MAST LED LUMINAIRE | 24749EC | 80.000 |
80.000 |
$1,350.000 |
EACH | 0.3 |
| 2040 | CABLE-NO. 10/3C DUCTED | 24851EC | 22,300.000 |
22,300.000 |
$3.150 |
LF | 0.2 |
| 2045 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 3,951.000 |
3,951.000 |
$6.300 |
LF | 0.1 |
Category Total $1,498,200.77 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0011 | CATEGORY Description | TRAFFIC LOOPS - STATION E58 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2050 | CONDUIT-1 1/4 IN | 04793 | 60.000 |
60.000 |
$13.650 |
LF | 0.0 |
| 2055 | CONDUIT-2 IN | 04795 | 40.000 |
40.000 |
$15.500 |
LF | 0.0 |
| 2060 | TRENCHING AND BACKFILLING | 04820 | 90.000 |
90.000 |
$4.260 |
LF | 0.0 |
| 2065 | PIEZOELECTRIC SENSOR | 04829 | 6.000 |
6.000 |
$1,349.000 |
EACH | 0.0 |
| 2070 | LOOP WIRE | 04830 | 2,900.000 |
2,900.000 |
$0.330 |
LF | 0.0 |
| 2075 | LOOP SAW SLOT AND FILL | 04895 | 600.000 |
600.000 |
$10.950 |
LF | 0.0 |
| 2080 | GALVANIZED STEEL CABINET | 20359NN | 2.000 |
2.000 |
$915.550 |
EACH | 0.0 |
| 2085 | WOOD POST | 20360ES818 | 4.000 |
4.000 |
$408.250 |
EACH | 0.0 |
| 2090 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 2.000 |
2.000 |
$1,150.000 |
EACH | 0.0 |
Category Total $23,207.50 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0012 | CATEGORY Description | TRAFFIC LOOPS - STATION D64 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2095 | CONDUIT-1 1/4 IN | 04793 | 60.000 |
60.000 |
$13.650 |
LF | 0.0 |
| 2100 | CONDUIT-2 IN | 04795 | 30.000 |
30.000 |
$15.500 |
LF | 0.0 |
| 2105 | TRENCHING AND BACKFILLING | 04820 | 80.000 |
80.000 |
$4.260 |
LF | 0.0 |
| 2110 | PIEZOELECTRIC SENSOR | 04829 | 9.000 |
9.000 |
$1,349.000 |
EACH | 0.0 |
| 2115 | LOOP WIRE | 04830 | 4,250.000 |
4,250.000 |
$0.330 |
LF | 0.0 |
| 2120 | LOOP SAW SLOT AND FILL | 04895 | 850.000 |
850.000 |
$10.950 |
LF | 0.0 |
| 2125 | GALVANIZED STEEL CABINET | 20359NN | 2.000 |
2.000 |
$915.550 |
EACH | 0.0 |
| 2130 | WOOD POST | 20360ES818 | 4.000 |
4.000 |
$408.250 |
EACH | 0.0 |
| 2135 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 2.000 |
2.000 |
$925.000 |
EACH | 0.0 |
Category Total $29,789.90 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0013 | CATEGORY Description | TRAFFIC LOOPS - STATION D66 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2140 | CONDUIT-1 1/4 IN | 04793 | 60.000 |
60.000 |
$13.650 |
LF | 0.0 |
| 2145 | CONDUIT-2 IN | 04795 | 30.000 |
30.000 |
$15.500 |
LF | 0.0 |
| 2150 | TRENCHING AND BACKFILLING | 04820 | 80.000 |
80.000 |
$4.260 |
LF | 0.0 |
| 2155 | PIEZOELECTRIC SENSOR | 04829 | 6.000 |
6.000 |
$1,349.000 |
EACH | 0.0 |
| 2160 | LOOP WIRE | 04830 | 2,775.000 |
2,775.000 |
$0.330 |
LF | 0.0 |
| 2165 | LOOP SAW SLOT AND FILL | 04895 | 600.000 |
600.000 |
$10.950 |
LF | 0.0 |
| 2170 | GALVANIZED STEEL CABINET | 20359NN | 2.000 |
2.000 |
$915.550 |
EACH | 0.0 |
| 2175 | WOOD POST | 20360ES818 | 4.000 |
4.000 |
$408.250 |
EACH | 0.0 |
| 2180 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 2.000 |
2.000 |
$925.000 |
EACH | 0.0 |
Category Total $22,518.65 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0014 | CATEGORY Description | INTELLIGENT TRANSPORTATION SYSTEMS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2185 | ELECTRICAL JUNCTION BOX (COMMUNICATIONS JB) | 04810 | 40.000 |
40.000 |
$1,195.000 |
EACH | 0.1 |
| 2190 | TRENCHING AND BACKFILLING | 04820 | 10,700.000 |
10,700.000 |
$4.260 |
LF | 0.1 |
| 2195 | WIRE-NO. 4 | 04835 | 2,100.000 |
2,100.000 |
$1.450 |
LF | 0.0 |
| 2200 | INSTALL STEEL STRAIN POLE | 04932 | 1.000 |
1.000 |
$555.000 |
EACH | 0.0 |
| 2205 | MODEL 336 ENCLOSURE (DDM) | 21066ND | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.0 |
| 2210 | FIBER OPTIC CABLE | 21077ED | 12,200.000 |
12,200.000 |
$1.700 |
LF | 0.0 |
| 2215 | BORE AND JACK CONDUIT | 21543EN | 1,800.000 |
1,800.000 |
$20.000 |
LF | 0.1 |
| 2220 | WEB CAMERA ASSEMBLY | 22403NN | 1.000 |
1.000 |
$3,200.000 |
EACH | 0.0 |
| 2225 | COMMUNICATION CABLE | 23150NN | 100.000 |
100.000 |
$2.000 |
LF | 0.0 |
| 2230 | TRAFFIC SIGNAL POLE BASE | 23157EN | 4.000 |
4.000 |
$200.000 |
CUYD | 0.0 |
| 2235 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 11,450.000 |
11,450.000 |
$6.300 |
LF | 0.2 |
Category Total $237,557.00 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0015 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2240 | TRAINEE PAYMENT REIMBURSEMENT 1 CEMENT MASON | 02742 | 1,200.000 |
1,200.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,200.00 |
| SM- Project | DE03400041801 | CATEGORY NUMBER | 0016 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2245 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,555,035.000 |
LS | 3.7 |
| 2250 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$613,410.000 |
LS | 1.5 |
Category Total $2,168,445.00 |