|
Item List 231323 |
Date:05/16/2025 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 231323 | Primary Project Number | DE04713572323 |
| Contract Description | SAINT JOHN ROAD (KY 1357) | ||
| Primary County | HARDIN | Fed/St Number | STP 6000 (146) |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING & STONE LLC |
| Bid Amount | $ 15,377,804.19 | ||
| SM- Project | DE04713572323 |
| Fed/State Number | STP 6000 (146) |
| Project Description | SAINT JOHN ROAD (KY 1357) |
| *********** |
| SM- Project | DE04713572323 | 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 | 18,912.800 |
18,813.800 |
$38.180 |
TON | 4.7 |
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 9,088.600 |
9,088.600 |
$72.100 |
TON | 4.3 |
| 0015 | TRAFFIC BOUND BASE | 00020 | 719.700 |
719.700 |
$53.650 |
TON | 0.3 |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | 20.300 |
20.300 |
$278.320 |
TON | 0.0 |
| 0025 | ASPHALT SEAL COAT | 00103 | 2.400 |
2.400 |
$1,488.860 |
TON | 0.0 |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 17,593.000 |
17,410.000 |
$89.090 |
TON | 10.2 |
| 0035 | ASPHALT CURING SEAL | 00358 | 46.800 |
46.800 |
$860.320 |
TON | 0.3 |
| 0040 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | 4,040.200 |
4,040.200 |
$103.440 |
TON | 2.7 |
| 0045 | JPC PAVEMENT-8 IN | 02084 | 1,173.000 |
1,173.000 |
$120.940 |
SQYD | 0.9 |
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 2,538.000 |
2,538.000 |
$95.440 |
SQYD | 1.6 |
| 0055 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,569.600 |
LS | 0.0 |
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 23.700 |
23.700 |
$147.670 |
TON | 0.0 |
| 0065 | SAND FOR BLOTTER | 02702 | 115.900 |
115.900 |
$29.090 |
TON | 0.0 |
| 0070 | JOINT ADHESIVE | 20071EC | 18,500.000 |
18,500.000 |
$0.500 |
LF | 0.1 |
| 0075 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | 997,146.000 |
997,146.000 |
$0.040 |
SF | 0.3 |
| 0080 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 47.600 |
47.600 |
$729.840 |
TON | 0.2 |
Category Total $3,928,161.93 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 2,045.000 |
2,045.000 |
$35.260 |
TON | 0.5 |
| 0090 | PERFORATED PIPE-4 IN | 01000 | 12,093.000 |
12,093.000 |
$17.610 |
LF | 1.4 |
| 0095 | NON-PERFORATED PIPE-4 IN | 01010 | 372.000 |
372.000 |
$20.220 |
LF | 0.0 |
| 0100 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 6.000 |
6.000 |
$1,075.000 |
EACH | 0.0 |
| 0105 | STANDARD CURB AND GUTTER | 01810 | 15,193.600 |
15,193.600 |
$25.680 |
LF | 2.5 |
| 0110 | STANDARD INTEGRAL CURB | 01830 | 86.000 |
86.000 |
$64.020 |
LF | 0.0 |
| 0115 | MOUNTABLE MEDIAN TYPE 2 | 01937 | 5.800 |
5.800 |
$303.700 |
SQYD | 0.0 |
| 0120 | REMOVE PAVEMENT | 02091 | 281.000 |
281.000 |
$28.360 |
SQYD | 0.1 |
| 0125 | PAVED DITCH TYPE 1 | 02157 | 948.000 |
948.000 |
$152.570 |
SQYD | 0.9 |
| 0130 | TEMP DITCH | 02159 | 4,246.000 |
4,246.000 |
$3.420 |
LF | 0.1 |
| 0135 | CLEAN TEMP DITCH | 02160 | 2,123.000 |
2,123.000 |
$0.010 |
LF | 0.0 |
| 0140 | EMBANKMENT IN PLACE | 02230 | 57,180.000 |
57,180.000 |
$28.860 |
CUYD | 10.7 |
| 0145 | WATER | 02242 | 3,000.000 |
3,000.000 |
$0.010 |
MGAL | 0.0 |
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 850.000 |
850.000 |
$40.130 |
LF | 0.2 |
| 0155 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 7.000 |
7.000 |
$4,123.970 |
EACH | 0.2 |
| 0160 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$1,228.000 |
EACH | 0.0 |
| 0165 | TIMBER GUARD POST | 02390 | 160.000 |
160.000 |
$78.170 |
EACH | 0.1 |
| 0170 | SEPTIC TANK TREATMENT | 02404 | 1.000 |
1.000 |
$6,851.720 |
EACH | 0.0 |
| 0175 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 57.000 |
57.000 |
$258.890 |
EACH | 0.1 |
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 3.000 |
3.000 |
$250.690 |
EACH | 0.0 |
| 0185 | WITNESS POST | 02432 | 60.000 |
60.000 |
$113.950 |
EACH | 0.0 |
| 0190 | CLEAN SINKHOLE | 02469 | 1.000 |
1.000 |
$10,277.380 |
EACH | 0.1 |
| 0195 | CHANNEL LINING CLASS II | 02483 | 1,180.000 |
1,180.000 |
$52.070 |
TON | 0.4 |
| 0200 | CHANNEL LINING CLASS III | 02484 | 3,299.000 |
3,299.000 |
$57.740 |
TON | 1.2 |
| 0205 | CLEARING AND GRUBBING (23 ACRES) | 02545 | 1.000 |
1.000 |
$158,470.000 |
LS | 1.0 |
| 0210 | TEMPORARY SIGNS | 02562 | 900.000 |
900.000 |
$7.800 |
SQFT | 0.0 |
| 0215 | EDGE KEY | 02585 | 629.800 |
629.800 |
$34.320 |
LF | 0.1 |
| 0220 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 210.000 |
210.000 |
$3.670 |
SQYD | 0.0 |
| 0225 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | 7,000.000 |
7,000.000 |
$4.540 |
SQYD | 0.2 |
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$539,841.620 |
LS | 3.5 |
| 0235 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | 1.000 |
1.000 |
$63,595.490 |
LS | 0.4 |
| 0240 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | 1.000 |
1.000 |
$60,677.010 |
LS | 0.4 |
| 0245 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | 1.000 |
1.000 |
$55,223.360 |
LS | 0.4 |
| 0250 | DIVERSIONS (BY-PASS DETOURS) NO. 4 | 02651 | 1.000 |
0.000 |
$49,420.570 |
LS | 0.3 |
| 0255 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 4.000 |
4.000 |
$7,976.500 |
EACH | 0.2 |
| 0260 | SAFELOADING | 02690 | 24.100 |
24.100 |
$400.000 |
CUYD | 0.1 |
| 0265 | TEMP SILT FENCE | 02701 | 4,246.000 |
4,246.000 |
$8.590 |
LF | 0.2 |
| 0270 | SILT TRAP TYPE A | 02703 | 29.000 |
29.000 |
$605.440 |
EACH | 0.1 |
| 0275 | SILT TRAP TYPE B | 02704 | 29.000 |
29.000 |
$605.440 |
EACH | 0.1 |
| 0280 | SILT TRAP TYPE C | 02705 | 29.000 |
29.000 |
$480.090 |
EACH | 0.1 |
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | 29.000 |
29.000 |
$0.010 |
EACH | 0.0 |
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | 29.000 |
29.000 |
$0.010 |
EACH | 0.0 |
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | 29.000 |
29.000 |
$0.010 |
EACH | 0.0 |
| 0300 | SIDEWALK-4 IN CONCRETE | 02720 | 5,020.300 |
5,020.300 |
$79.620 |
SQYD | 2.6 |
| 0305 | STAKING | 02726 | 1.000 |
1.000 |
$235,210.000 |
LS | 1.5 |
| 0310 | REMOVE STRUCTURE BRIDGE NO. 047B00082N - OVER BILLY CREEK | 02731 | 1.000 |
1.000 |
$40,456.000 |
LS | 0.3 |
| 0315 | ARROW PANEL | 02775 | 4.000 |
4.000 |
$5,127.750 |
EACH | 0.1 |
| 0320 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | 2.000 |
2.000 |
$673.170 |
EACH | 0.0 |
| 0325 | EROSION CONTROL BLANKET | 05950 | 3,400.000 |
3,400.000 |
$1.700 |
SQYD | 0.0 |
| 0330 | TEMP MULCH | 05952 | 90,766.000 |
90,766.000 |
$0.250 |
SQYD | 0.1 |
| 0335 | TEMP SEEDING AND PROTECTION | 05953 | 68,075.000 |
68,075.000 |
$0.300 |
SQYD | 0.1 |
| 0340 | INITIAL FERTILIZER | 05963 | 3.000 |
3.000 |
$1,500.000 |
TON | 0.0 |
| 0345 | MAINTENANCE FERTILIZER | 05964 | 2.000 |
2.000 |
$1,500.000 |
TON | 0.0 |
| 0350 | SEEDING AND PROTECTION | 05985 | 62,768.000 |
62,768.000 |
$0.400 |
SQYD | 0.2 |
| 0355 | SODDING | 05990 | 15,267.000 |
15,267.000 |
$8.500 |
SQYD | 0.8 |
| 0360 | AGRICULTURAL LIMESTONE | 05992 | 39.000 |
39.000 |
$75.000 |
TON | 0.0 |
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 68,680.000 |
68,680.000 |
$0.300 |
LF | 0.1 |
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 42,834.000 |
42,834.000 |
$0.320 |
LF | 0.1 |
| 0375 | PAVE STRIPING-THERMO-12 IN Y | 06547 | 420.000 |
420.000 |
$4.000 |
LF | 0.0 |
| 0380 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | 1,807.000 |
1,807.000 |
$2.500 |
LF | 0.0 |
| 0385 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 369.000 |
369.000 |
$14.000 |
LF | 0.0 |
| 0390 | PAVE MARKING-THERMO STR ARROW | 06573 | 2.000 |
2.000 |
$130.000 |
EACH | 0.0 |
| 0395 | PAVE MARKING-THERMO CURV ARROW | 06574 | 69.000 |
69.000 |
$130.000 |
EACH | 0.1 |
| 0400 | PAVE MARKING-THERMO COMB ARROW | 06575 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0405 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 859.000 |
859.000 |
$5.000 |
EACH | 0.0 |
| 0410 | INLAID PAVEMENT MARKER-MW | 06610 | 61.000 |
61.000 |
$25.000 |
EACH | 0.0 |
| 0415 | INLAID PAVEMENT MARKER-BY | 06612 | 331.000 |
331.000 |
$25.000 |
EACH | 0.1 |
| 0420 | FUEL ADJUSTMENT | 10020NS | 28,015.000 |
28,015.000 |
$1.000 |
DOLL | 0.2 |
| 0425 | ASPHALT ADJUSTMENT | 10030NS | 38,940.000 |
38,940.000 |
$1.000 |
DOLL | 0.3 |
| 0430 | SAWCUT PAVEMENT | 20550ND | 50.000 |
50.000 |
$9.470 |
LF | 0.0 |
| 0435 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 275.000 |
275.000 |
$41.360 |
LF | 0.1 |
| 0440 | WATER BLASTING EXISTING STRIPE | 22664EN | 19,570.000 |
19,570.000 |
$0.750 |
LF | 0.1 |
| 0445 | DETECTABLE WARNINGS | 23158ES505 | 580.000 |
580.000 |
$46.490 |
SQFT | 0.2 |
| 0450 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | 85.000 |
85.000 |
$6.000 |
LF | 0.0 |
| 0455 | PIPELINE INSPECTION | 24814EC | 5,406.000 |
5,406.000 |
$2.250 |
LF | 0.1 |
| 0460 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | 4.000 |
4.000 |
$3,202.160 |
EACH | 0.1 |
| 0965 | CONCRETE BARRIER WALL TYPE 9T (ADDED 6-19-23) | 03171 | 380.000 |
380.000 |
$98.130 |
LF | 0.2 |
| 0970 | CRASH CUSHION TY VI CLASS BT TL2 (ADDED 6-19-23) | 08901 | 2.000 |
2.000 |
$6,863.330 |
EACH | 0.1 |
| 8007 | VALUE ENGINEERING Elimination of Diversion 4 | 10121NX | 0.000 |
34,751.930 |
$1.000 |
DOLL | 0.0 |
| 8008 | REMOVE GUARDRAIL | 02381 | 0.000 |
1,326.000 |
$3.420 |
LF | 0.0 |
| 8009 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 0.000 |
135.000 |
$4.460 |
LF | 0.0 |
| 8010 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
135.000 |
$4.460 |
LF | 0.0 |
| 8011 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | 0.000 |
135.000 |
$7.350 |
LF | 0.0 |
| 8012 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | 0.000 |
135.000 |
$7.350 |
LF | 0.0 |
Category Total $5,175,331.95 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0465 | ENTRANCE PIPE-15 IN | 00440 | 93.000 |
93.000 |
$113.430 |
LF | 0.1 |
| 0470 | ENTRANCE PIPE-18 IN | 00441 | 121.000 |
121.000 |
$106.390 |
LF | 0.1 |
| 0475 | ENTRANCE PIPE-24 IN EQUIV | 00452 | 70.000 |
70.000 |
$149.810 |
LF | 0.1 |
| 0480 | ENTRANCE PIPE-30 IN EQUIV | 00454 | 38.000 |
38.000 |
$220.490 |
LF | 0.1 |
| 0485 | CULVERT PIPE-15 IN | 00461 | 204.000 |
204.000 |
$116.740 |
LF | 0.2 |
| 0490 | CULVERT PIPE-18 IN | 00462 | 74.000 |
74.000 |
$141.930 |
LF | 0.1 |
| 0495 | CULVERT PIPE-36 IN | 00468 | 67.000 |
67.000 |
$255.260 |
LF | 0.1 |
| 0500 | STORM SEWER PIPE-15 IN | 00521 | 4,589.000 |
4,589.000 |
$119.830 |
LF | 3.6 |
| 0505 | STORM SEWER PIPE-18 IN | 00522 | 3,176.000 |
3,176.000 |
$145.990 |
LF | 3.0 |
| 0510 | STORM SEWER PIPE-24 IN | 00524 | 1,113.000 |
1,113.000 |
$150.650 |
LF | 1.1 |
| 0515 | STORM SEWER PIPE-30 IN | 00526 | 755.000 |
755.000 |
$151.230 |
LF | 0.7 |
| 0520 | STORM SEWER PIPE-36 IN | 00528 | 811.000 |
811.000 |
$206.690 |
LF | 1.1 |
| 0525 | SLOTTED DRAIN PIPE-12 IN | 00980 | 45.000 |
45.000 |
$485.000 |
LF | 0.1 |
| 0530 | PIPE CULVERT HEADWALL-15 IN | 01202 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.1 |
| 0535 | PIPE CULVERT HEADWALL-24 IN EQUIV | 01209 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.1 |
| 0540 | PIPE CULVERT HEADWALL-30 IN EQUIV | 01211 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.0 |
| 0545 | PIPE CULVERT HEADWALL-36 IN | 01212 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0550 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 5.000 |
5.000 |
$3,200.000 |
EACH | 0.1 |
| 0555 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0560 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$4,800.000 |
EACH | 0.0 |
| 0565 | S & F BOX INLET-OUTLET-18 IN | 01450 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.1 |
| 0570 | S & F BOX INLET-OUTLET-24 IN | 01451 | 2.000 |
2.000 |
$4,500.000 |
EACH | 0.1 |
| 0575 | S & F BOX INLET-OUTLET-30 IN | 01452 | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.0 |
| 0580 | S & F BOX INLET-OUTLET-36 IN | 01453 | 3.000 |
3.000 |
$9,000.000 |
EACH | 0.2 |
| 0585 | CURB BOX INLET TYPE A | 01456 | 88.000 |
88.000 |
$7,500.000 |
EACH | 4.3 |
| 0590 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$5,800.000 |
EACH | 0.0 |
| 0595 | DROP BOX INLET TYPE 3 | 01496 | 4.000 |
4.000 |
$7,000.000 |
EACH | 0.2 |
| 0600 | DROP BOX INLET TYPE 13S | 01568 | 6.000 |
6.000 |
$8,000.000 |
EACH | 0.3 |
| 0605 | DROP BOX INLET TYPE 14 | 01577 | 21.000 |
21.000 |
$4,500.000 |
EACH | 0.6 |
| 0610 | DROP BOX INLET TYPE 16S | 01587 | 2.000 |
2.000 |
$9,000.000 |
EACH | 0.1 |
| 0615 | JUNCTION BOX-18 IN | 01642 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 0620 | MANHOLE TYPE A | 01756 | 5.000 |
5.000 |
$6,200.000 |
EACH | 0.2 |
| 0625 | MANHOLE TYPE C | 01767 | 5.000 |
5.000 |
$11,000.000 |
EACH | 0.4 |
| 0630 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 19,293.000 |
19,293.000 |
$2.000 |
SQYD | 0.3 |
| 0635 | PRECAST CONC BOX SECT 8 X 4 | 03016 | 52.000 |
52.000 |
$2,000.000 |
LF | 0.7 |
| 0640 | FOUNDATION PREPARATION ENTRANCE LT. KY 1357 STA. 53+48.9 | 08003 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.1 |
| 0645 | FOUNDATION PREPARATION ENTRANCE LT. KY 1357 STA. 56+52.2 | 08003 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.0 |
| 0650 | BOX CULVERT HEADWALL | 24695ED | 4.000 |
4.000 |
$6,300.000 |
EACH | 0.2 |
Category Total $2,827,560.50 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - 28368 - STA 47+62.28 KY 1357 OVER BILLY CREEK |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0655 | ARMORED EDGE FOR CONCRETE | 03299 | 115.300 |
115.300 |
$130.000 |
LF | 0.1 |
| 0660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 226.000 |
226.000 |
$150.000 |
CUYD | 0.2 |
| 0665 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$80,900.000 |
LS | 0.5 |
| 0670 | CONCRETE-CLASS A | 08100 | 462.300 |
462.300 |
$668.000 |
CUYD | 2.0 |
| 0675 | CONCRETE-CLASS AA | 08104 | 121.200 |
121.200 |
$1,825.000 |
CUYD | 1.4 |
| 0680 | STEEL REINFORCEMENT | 08150 | 45,615.000 |
45,615.000 |
$1.620 |
LB | 0.5 |
| 0685 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 15,724.000 |
15,724.000 |
$1.740 |
LB | 0.2 |
| 0690 | PRECAST PC BOX BEAM CB27-48 | 08664 | 1,005.000 |
1,005.000 |
$317.000 |
LF | 2.1 |
| 0695 | ANTI-GRAFFITI CLEAR SEALANT | 21118ED | 595.000 |
595.000 |
$18.500 |
SQYD | 0.1 |
| 0700 | CONCRETE FORM LINER | 21119ED | 337.000 |
337.000 |
$108.000 |
SQYD | 0.2 |
| 0705 | CONCRETE SEALING | 23378EC | 3,942.000 |
3,942.000 |
$1.760 |
SQFT | 0.0 |
| 8000 | MASS CONCRETE | 10040ES | 0.000 |
19.000 |
$333.080 |
CUYD | 0.0 |
| 8001 | COST PLUS WORK Scott and Murphy Abutment 2 Wing Wall Footing | 10080NSD | 0.000 |
130,296.930 |
$1.000 |
DOLL | 0.0 |
| 8002 | COST PLUS WORK Falco Drilling Abutment 2 Wing Wall Footing | 10080NSD | 0.000 |
62,864.760 |
$1.000 |
DOLL | 0.0 |
| 8003 | PILES-STEEL HP14X117 | 08052 | 0.000 |
304.600 |
$240.187 |
LF | 0.0 |
| 8004 | CYCLOPEAN STONE RIP RAP | 08019 | 0.000 |
505.000 |
$63.000 |
TON | 0.0 |
| 8005 | NON-SPEC MATERIAL Bridge Deck Steel Reinforcement Cover | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $1,133,977.88 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - 28369 - STA 9+32.5 CROGHAN DRIVE 8' X 4' RCBC |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0710 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$23,000.000 |
LS | 0.1 |
| 0715 | CONCRETE-CLASS A | 08100 | 88.000 |
88.000 |
$1,100.000 |
CUYD | 0.6 |
| 0720 | STEEL REINFORCEMENT | 08150 | 8,836.000 |
8,836.000 |
$2.000 |
LB | 0.1 |
| 8006 | NON-SPEC MATERIAL Bridge Deck Steel Reinforcement Cover | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $137,472.00 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0006 | CATEGORY Description | SEWER - CITY OF ELIZABETHTOWN |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0725 | S BYPASS PUMPING | 15000 | 2.000 |
2.000 |
$40,000.000 |
EACH | 0.5 |
| 0730 | S ENCASEMENT CONCRETE | 15012 | 20.000 |
20.000 |
$240.000 |
LF | 0.0 |
| 0735 | S ENCASEMENT SPECIAL | 15013 | 100.000 |
100.000 |
$2,200.000 |
LF | 1.4 |
| 0740 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | 102.000 |
102.000 |
$841.700 |
LF | 0.6 |
| 0745 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | 40.000 |
40.000 |
$747.400 |
LF | 0.2 |
| 0750 | S LATERAL SHORT SIDE 04 INCH | 15089 | 10.000 |
10.000 |
$2,500.000 |
EACH | 0.2 |
| 0755 | S MANHOLE | 15092 | 6.000 |
6.000 |
$4,250.000 |
EACH | 0.2 |
| 0760 | S MANHOLE ABANDON/REMOVE | 15093 | 5.000 |
5.000 |
$2,800.000 |
EACH | 0.1 |
| 0765 | S MANHOLE ADJUST TO GRADE | 15094 | 2.000 |
2.000 |
$2,400.000 |
EACH | 0.0 |
| 0770 | S MANHOLE CASTING STANDARD | 15095 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0775 | S MANHOLE TAP EXISTING | 15099 | 3.000 |
3.000 |
$4,500.000 |
EACH | 0.1 |
| 0780 | S PIPE PVC 08 INCH | 15112 | 1,417.000 |
1,417.000 |
$247.500 |
LF | 2.3 |
| 0785 | S LATERAL LOCATE | 15136 | 8.000 |
8.000 |
$2,680.000 |
EACH | 0.1 |
| 0790 | SAWCUT PAVEMENT (ASPHALT) | 20550ND | 60.000 |
60.000 |
$100.000 |
LF | 0.0 |
| 0795 | SAWCUT PAVEMENT (CONCRETE) | 20550ND | 30.000 |
30.000 |
$320.000 |
LF | 0.1 |
Category Total $892,296.90 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0007 | CATEGORY Description | UTILITY - GAS - CITY OF ELIZABETHTOWN |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0800 | G MAIN ABANDON - | 16068 | 1.000 |
1.000 |
$9,500.000 |
LS | 0.1 |
| 0805 | G DIRECTIONAL BORE INST | 16500 | 299.000 |
299.000 |
$145.500 |
LF | 0.3 |
| 0810 | G PIPE POLYETHYLENE/PLASTIC 02 INCH INST | 16515 | 260.000 |
260.000 |
$42.400 |
LF | 0.1 |
| 0815 | G PIPE STEEL 02 INCH INST | 16523 | 483.000 |
483.000 |
$59.100 |
LF | 0.2 |
| 0820 | G PIPE STEEL 04 INCH INST | 16525 | 837.000 |
837.000 |
$61.240 |
LF | 0.3 |
| 0825 | G PIPE STEEL 06 INCH INST | 16526 | 1,780.000 |
1,780.000 |
$62.450 |
LF | 0.7 |
| 0830 | G REGULATOR STATION INST | 16530 | 2.000 |
2.000 |
$12,500.000 |
EACH | 0.2 |
| 0835 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH INST | 16531 | 3.000 |
3.000 |
$1,600.000 |
EACH | 0.0 |
| 0840 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH INST | 16536 | 5.000 |
5.000 |
$1,200.000 |
EACH | 0.0 |
| 0845 | G TIE-IN POLYETHYLENE/PLASTIC 02 IN INST | 16541 | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0850 | G VALVE STEEL 02 INCH INST | 16557 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0855 | G VALVE STEEL 06 INCH INST | 16560 | 1.000 |
1.000 |
$3,400.000 |
EACH | 0.0 |
| 0860 | G METER AND REGULATOR 1 INCH INST | 16568 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 0865 | G TIE-IN STEEL 02 INCH INST | 16576 | 3.000 |
3.000 |
$6,500.000 |
EACH | 0.1 |
| 0870 | G TIE-IN STEEL 04 INCH INST | 16578 | 2.000 |
2.000 |
$12,500.000 |
EACH | 0.2 |
| 0875 | G TIE-IN STEEL 06 INCH INST | 16579 | 4.000 |
4.000 |
$10,500.000 |
EACH | 0.3 |
| 0880 | SAWCUT PAVEMENT (ASPHALT) | 20550ND | 186.000 |
186.000 |
$100.000 |
LF | 0.1 |
| 0885 | SAWCUT PAVEMENT (CONCRETE) | 20550ND | 30.000 |
30.000 |
$240.000 |
LF | 0.0 |
Category Total $418,292.68 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0008 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0890 | CABLE-NO. 14/7C | 04845 | 1,700.000 |
1,700.000 |
$1.780 |
LF | 0.0 |
| 0895 | MESSENGER-10800 LB | 04885 | 475.000 |
475.000 |
$9.680 |
LF | 0.0 |
| 0900 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$1,840.890 |
EACH | 0.0 |
| 0905 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 2.000 |
2.000 |
$556.000 |
EACH | 0.0 |
| 0910 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 10.000 |
10.000 |
$642.200 |
EACH | 0.0 |
| 0915 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 2.000 |
2.000 |
$642.200 |
EACH | 0.0 |
| 0920 | INSTALL COORDINATING UNIT | 20390NS835 | 1.000 |
1.000 |
$556.000 |
EACH | 0.0 |
| 0925 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 2.000 |
2.000 |
$378.640 |
EACH | 0.0 |
| 0930 | TRAFFIC SIGNAL POLE BASE | 23157EN | 17.000 |
17.000 |
$1,533.310 |
CUYD | 0.2 |
| 0935 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | 80.000 |
80.000 |
$19.360 |
LF | 0.0 |
| 0940 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 1.000 |
1.000 |
$12,163.750 |
EACH | 0.1 |
| 0945 | REMOVE SIGNAL EQUIPMENT | 24955ED | 1.000 |
1.000 |
$7,486.550 |
EACH | 0.0 |
| 0950 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 4.000 |
4.000 |
$1,612.680 |
EACH | 0.0 |
Category Total $78,835.33 |
| SM- Project | DE04713572323 | CATEGORY NUMBER | 0009 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0955 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$567,650.000 |
LS | 3.7 |
| 0960 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$218,225.000 |
LS | 1.4 |
Category Total $785,875.00 |