|
Item List 251002 |
Date:04/10/2026 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 251002 | Primary Project Number | DE0430NEW2502 |
| Contract Description | NEW ROUTE- KY-54-KY-259 | ||
| Primary County | GRAYSON | Fed/St Number | FD06 043 3155 NEWRT |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING & STONE LLC |
| Bid Amount | $ 22,773,774.88 | ||
| SM- Project | DE0430NEW2502 |
| Fed/State Number | FD06 043 3155 NEWRT |
| Project Description | NEW ROUTE- KY-54-KY-259 |
| *********** |
| SM- Project | DE0430NEW2502 | 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 | 46,843.000 |
46,843.000 |
$30.170 |
TON | 6.2 |
| 0010 | LIME STABILIZED ROADBED | 00013 | 49,911.000 |
49,911.000 |
$11.020 |
SQYD | 2.4 |
| 0015 | LIME | 00014 | 1,402.000 |
1,402.000 |
$302.100 |
TON | 1.9 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 13,182.000 |
13,182.000 |
$29.680 |
TON | 1.7 |
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | 456.000 |
456.000 |
$175.950 |
TON | 0.4 |
| 0030 | ASPHALT SEAL COAT | 00103 | 63.000 |
63.000 |
$900.000 |
TON | 0.2 |
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | 738.000 |
738.000 |
$111.950 |
TON | 0.4 |
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 9,893.000 |
9,893.000 |
$92.950 |
TON | 4.0 |
| 0045 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 635.000 |
635.000 |
$102.950 |
TON | 0.3 |
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 6,861.000 |
6,861.000 |
$95.800 |
TON | 2.9 |
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 4,813.000 |
4,813.000 |
$107.900 |
TON | 2.3 |
| 0060 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 1,313.000 |
1,313.000 |
$113.850 |
TON | 0.7 |
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | 70.000 |
70.000 |
$720.100 |
TON | 0.2 |
| 0070 | ASPHALT CURING SEAL | 00358 | 51.000 |
51.000 |
$850.000 |
TON | 0.2 |
| 0075 | CL3 ASPH SURF 0.38B PG76-22 | 00387 | 317.000 |
317.000 |
$150.800 |
TON | 0.2 |
| 0080 | JPC PAVEMENT-8 IN | 02084 | 825.000 |
825.000 |
$131.210 |
SQYD | 0.5 |
| 0085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 14,917.000 |
14,917.000 |
$2.280 |
SQYD | 0.1 |
| 0090 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | 17,302.000 |
17,302.000 |
$4.460 |
SQYD | 0.3 |
| 0095 | SAND FOR BLOTTER | 02702 | 126.000 |
126.000 |
$35.890 |
TON | 0.0 |
| 0100 | CONCRETE-CLASS A | 08100 | 221.000 |
221.000 |
$566.100 |
CUYD | 0.5 |
| 0105 | JOINT ADHESIVE | 20071EC | 39,397.000 |
39,397.000 |
$0.420 |
LF | 0.1 |
| 8001 | ROCK ROADBED 18 INCHES | 24728EX | 0.000 |
0.000 |
$24.330 |
CUYD | 0.0 |
| 8002 | FABRIC-GEOTEXTILE CLASS 1 New Price | 02602 | 0.000 |
0.000 |
$1.670 |
SQYD | 0.0 |
| 8003 | FABRIC-GEOTEXTILE CLASS 1A New Price | 02604 | 0.000 |
0.000 |
$2.860 |
SQYD | 0.0 |
Category Total $5,815,793.45 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0110 | PERFORATED PIPE-4 IN | 01000 | 1,476.000 |
1,476.000 |
$16.730 |
LF | 0.1 |
| 0115 | NON-PERFORATED PIPE-4 IN | 01010 | 1,039.000 |
1,039.000 |
$14.740 |
LF | 0.1 |
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 3.000 |
3.000 |
$1,059.730 |
EACH | 0.0 |
| 0125 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 8.000 |
8.000 |
$1,059.730 |
EACH | 0.0 |
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 13.000 |
13.000 |
$1,059.730 |
EACH | 0.1 |
| 0135 | FLUME INLET TYPE 2 | 01691 | 3.000 |
3.000 |
$5,258.540 |
EACH | 0.1 |
| 0140 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 7.000 |
7.000 |
$1,545.000 |
EACH | 0.0 |
| 0145 | STANDARD CURB AND GUTTER | 01810 | 1,872.000 |
1,872.000 |
$32.490 |
LF | 0.3 |
| 0150 | LIP CURB AND GUTTER | 01820 | 895.000 |
895.000 |
$40.580 |
LF | 0.2 |
| 0155 | STANDARD HEADER CURB | 01875 | 1,597.000 |
1,597.000 |
$36.050 |
LF | 0.3 |
| 0160 | ISLAND HEADER CURB TYPE 2 | 01891 | 1,082.000 |
1,082.000 |
$26.410 |
LF | 0.1 |
| 0165 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | 49.000 |
49.000 |
$14.730 |
EACH | 0.0 |
| 0170 | BARRICADE-TYPE III | 02014 | 31.000 |
31.000 |
$144.110 |
EACH | 0.0 |
| 0175 | REMOVE PAVEMENT | 02091 | 2,667.000 |
2,667.000 |
$7.450 |
SQYD | 0.1 |
| 0180 | TEMP DITCH | 02159 | 10,890.000 |
10,890.000 |
$2.310 |
LF | 0.1 |
| 0185 | CLEAN TEMP DITCH | 02160 | 5,445.000 |
5,445.000 |
$0.540 |
LF | 0.0 |
| 0190 | GRANULAR EMBANKMENT | 02223 | 20,222.000 |
20,222.000 |
$39.620 |
CUYD | 3.5 |
| 0195 | EMBANKMENT IN PLACE | 02230 | 350,460.000 |
350,460.000 |
$11.680 |
CUYD | 18.0 |
| 0200 | WATER | 02242 | 820.000 |
820.000 |
$0.010 |
MGAL | 0.0 |
| 0205 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 11,203.000 |
11,203.000 |
$7.100 |
LF | 0.3 |
| 0210 | FENCE-6 FT CHAIN LINK | 02274 | 171.000 |
171.000 |
$47.520 |
LF | 0.0 |
| 0215 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | 2.000 |
2.000 |
$5,983.670 |
EACH | 0.1 |
| 0220 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 6.000 |
6.000 |
$86.220 |
EACH | 0.0 |
| 0225 | REMOVE GUARDRAIL | 02381 | 1,106.000 |
1,106.000 |
$2.790 |
LF | 0.0 |
| 0230 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 10.000 |
10.000 |
$3,915.850 |
EACH | 0.2 |
| 0235 | TEMP GUARDRAIL | 02397 | 2,062.500 |
2,062.500 |
$14.670 |
LF | 0.1 |
| 0240 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 104.000 |
104.000 |
$246.130 |
EACH | 0.1 |
| 0245 | WITNESS POST | 02432 | 3.000 |
3.000 |
$163.630 |
EACH | 0.0 |
| 0250 | CHANNEL LINING CLASS II | 02483 | 8,655.000 |
8,655.000 |
$51.070 |
TON | 1.9 |
| 0255 | CHANNEL LINING CLASS III | 02484 | 1,964.000 |
1,964.000 |
$50.780 |
TON | 0.4 |
| 0260 | CLEARING AND GRUBBING 70 ACRES | 02545 | 1.000 |
1.000 |
$1,144,716.140 |
LS | 5.0 |
| 0265 | CONCRETE-CLASS B | 02555 | 25.000 |
25.000 |
$1,376.640 |
CUYD | 0.2 |
| 0270 | TEMPORARY SIGNS | 02562 | 770.000 |
770.000 |
$6.510 |
SQFT | 0.0 |
| 0275 | EDGE KEY | 02585 | 496.000 |
496.000 |
$21.950 |
LF | 0.0 |
| 0280 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 14,000.000 |
14,000.000 |
$2.040 |
SQYD | 0.1 |
| 0285 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 9,543.000 |
9,543.000 |
$2.000 |
SQYD | 0.1 |
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$341,355.630 |
LS | 1.5 |
| 0295 | DIVERSIONS (BY-PASS DETOURS) SOUTH ENGLISH ST. | 02651 | 1.000 |
1.000 |
$22,185.500 |
LS | 0.1 |
| 0300 | DIVERSIONS (BY-PASS DETOURS) US-62 | 02651 | 1.000 |
1.000 |
$50,517.120 |
LS | 0.2 |
| 0305 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 6.000 |
6.000 |
$10,750.000 |
EACH | 0.3 |
| 0310 | SAFELOADING | 02690 | 42.000 |
42.000 |
$412.000 |
CUYD | 0.1 |
| 0315 | EDGELINE RUMBLE STRIPS | 02697 | 19,112.000 |
19,112.000 |
$0.350 |
LF | 0.0 |
| 0320 | TEMP SILT FENCE | 02701 | 10,890.000 |
10,890.000 |
$4.710 |
LF | 0.2 |
| 0325 | SILT TRAP TYPE A | 02703 | 70.000 |
70.000 |
$348.690 |
EACH | 0.1 |
| 0330 | SILT TRAP TYPE B | 02704 | 70.000 |
70.000 |
$348.690 |
EACH | 0.1 |
| 0335 | SILT TRAP TYPE C | 02705 | 70.000 |
70.000 |
$348.690 |
EACH | 0.1 |
| 0340 | CLEAN SILT TRAP TYPE A | 02706 | 70.000 |
70.000 |
$0.010 |
EACH | 0.0 |
| 0345 | CLEAN SILT TRAP TYPE B | 02707 | 70.000 |
70.000 |
$0.010 |
EACH | 0.0 |
| 0350 | CLEAN SILT TRAP TYPE C | 02708 | 70.000 |
70.000 |
$0.010 |
EACH | 0.0 |
| 0355 | SIDEWALK-4 IN CONCRETE | 02720 | 780.000 |
780.000 |
$57.190 |
SQYD | 0.2 |
| 0360 | STAKING | 02726 | 1.000 |
1.000 |
$282,852.390 |
LS | 1.2 |
| 0365 | EROSION CONTROL BLANKET | 05950 | 16,962.000 |
16,962.000 |
$1.850 |
SQYD | 0.1 |
| 0370 | TEMP MULCH | 05952 | 223,808.000 |
223,808.000 |
$0.360 |
SQYD | 0.4 |
| 0375 | TEMP SEEDING AND PROTECTION | 05953 | 167,856.000 |
167,856.000 |
$0.480 |
SQYD | 0.4 |
| 0380 | INITIAL FERTILIZER | 05963 | 8.200 |
8.200 |
$1,390.500 |
TON | 0.1 |
| 0385 | MAINTENANCE FERTILIZER | 05964 | 13.700 |
13.700 |
$1,390.500 |
TON | 0.1 |
| 0390 | SEEDING AND PROTECTION | 05985 | 264,652.000 |
264,652.000 |
$0.460 |
SQYD | 0.5 |
| 0395 | SODDING | 05990 | 696.000 |
696.000 |
$8.240 |
SQYD | 0.0 |
| 0400 | AGRICULTURAL LIMESTONE | 05992 | 164.000 |
164.000 |
$87.550 |
TON | 0.1 |
| 0405 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 17,200.000 |
17,200.000 |
$0.320 |
LF | 0.0 |
| 0410 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 19,001.000 |
19,001.000 |
$0.330 |
LF | 0.0 |
| 0415 | PAVE STRIPING-THERMO-6 IN W | 06542 | 23,437.000 |
23,437.000 |
$1.390 |
LF | 0.1 |
| 0420 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 28,114.000 |
28,114.000 |
$1.390 |
LF | 0.2 |
| 0425 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 264.000 |
264.000 |
$15.450 |
LF | 0.0 |
| 0430 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 1,896.000 |
1,896.000 |
$7.210 |
SQFT | 0.1 |
| 0435 | PAVE MARKING-THERMO CURV ARROW | 06574 | 42.000 |
42.000 |
$154.500 |
EACH | 0.0 |
| 0440 | FUEL ADJUSTMENT | 10020NS | 185,590.000 |
185,590.000 |
$1.000 |
DOLL | 0.8 |
| 0445 | ASPHALT ADJUSTMENT | 10030NS | 95,293.000 |
95,293.000 |
$1.000 |
DOLL | 0.4 |
| 0450 | OBJECT MARKER TY 3 | 20191ED | 10.000 |
10.000 |
$45.420 |
EACH | 0.0 |
| 0455 | CENTERLINE RUMBLE STRIPS | 20458ES403 | 8,874.000 |
8,874.000 |
$0.310 |
LF | 0.0 |
| 0460 | THRIE BEAM TO W BEAM CONNECTOR | 20629NS719 | 4.000 |
4.000 |
$3,063.230 |
EACH | 0.1 |
| 0465 | LONGITUDINAL EDGE KEY | 21289ED | 2,780.000 |
2,780.000 |
$5.400 |
LF | 0.1 |
| 0470 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | 4,762.500 |
4,762.500 |
$30.010 |
LF | 0.6 |
| 0475 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | 60.000 |
60.000 |
$25.750 |
LF | 0.0 |
| 0480 | DETECTABLE WARNINGS | 23158ES505 | 102.000 |
102.000 |
$46.680 |
SQFT | 0.0 |
| 0485 | DRAIN POND KY 3155 STA. 923+50 | 23649EC | 1.000 |
1.000 |
$30,814.930 |
LS | 0.1 |
| 0490 | DRAIN POND KY 3155 STA. 958+00 | 23649EC | 1.000 |
1.000 |
$30,814.930 |
LS | 0.1 |
| 0495 | CHANNEL LINING CLASS III-MOD | 23864EC | 1,887.000 |
1,887.000 |
$97.020 |
TON | 0.8 |
| 0500 | R/W MONUMENT TYPE 3 | 24540 | 85.000 |
85.000 |
$246.130 |
EACH | 0.1 |
| 0505 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | 40.000 |
40.000 |
$10.300 |
LF | 0.0 |
| 0510 | RAILROAD FLAGGER | 26239EC | 20.000 |
20.000 |
$1,500.000 |
DAY | 0.1 |
| 1090 | ELECTRONIC DELIVERY MGMT SYSTEM (ADDED 1-17-25) | 26228EC | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 8000 | EMBANKMENT IN PLACE (Unsuitable Material Removed & Replaced) | 02230 | 0.000 |
0.000 |
$11.680 |
CUYD | 0.0 |
| 8004 | REMOVE & RESET GUARDRAIL Slide Repair | 02383 | 0.000 |
0.000 |
$26.250 |
LF | 0.0 |
| 8005 | EXTRA LENGTH GUARDRAIL POST Slide Repair | 02399 | 0.000 |
0.000 |
$126.000 |
EACH | 0.0 |
| 8006 | CRIBBING Slide Repair | 03236 | 0.000 |
0.000 |
$15.750 |
SQFT | 0.0 |
| 8007 | EW~ Slide Repair-Flagging and Excavation | 10098NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8008 | CLEAN SINKHOLE RAILROAD STA 26+50 LT | 02469 | 0.000 |
0.000 |
$3,564.000 |
EACH | 0.0 |
Category Total $9,389,842.10 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0515 | ENTRANCE PIPE-15 IN | 00440 | 1,195.000 |
1,195.000 |
$69.340 |
LF | 0.4 |
| 0520 | ENTRANCE PIPE-18 IN | 00441 | 340.000 |
340.000 |
$82.210 |
LF | 0.1 |
| 0525 | ENTRANCE PIPE-24 IN | 00443 | 188.000 |
188.000 |
$107.070 |
LF | 0.1 |
| 0530 | CULVERT PIPE-18 IN | 00462 | 578.000 |
578.000 |
$126.730 |
LF | 0.3 |
| 0535 | CULVERT PIPE-30 IN | 00466 | 613.000 |
613.000 |
$211.310 |
LF | 0.6 |
| 0540 | CULVERT PIPE-36 IN | 00468 | 1,080.000 |
1,080.000 |
$206.880 |
LF | 1.0 |
| 0545 | CULVERT PIPE-42 IN | 00469 | 367.000 |
367.000 |
$268.570 |
LF | 0.4 |
| 0550 | CULVERT PIPE-48 IN | 00470 | 289.000 |
289.000 |
$315.990 |
LF | 0.4 |
| 0555 | STORM SEWER PIPE-15 IN | 00521 | 369.000 |
369.000 |
$116.180 |
LF | 0.2 |
| 0560 | STORM SEWER PIPE-18 IN | 00522 | 597.000 |
597.000 |
$132.660 |
LF | 0.3 |
| 0565 | STORM SEWER PIPE-24 IN | 00524 | 187.000 |
187.000 |
$150.310 |
LF | 0.1 |
| 0570 | PIPE CULVERT HEADWALL-18 IN | 01204 | 2.000 |
2.000 |
$1,854.000 |
EACH | 0.0 |
| 0575 | PIPE CULVERT HEADWALL-30 IN | 01210 | 5.000 |
5.000 |
$3,090.000 |
EACH | 0.1 |
| 0580 | PIPE CULVERT HEADWALL-36 IN | 01212 | 8.000 |
8.000 |
$3,296.000 |
EACH | 0.1 |
| 0585 | PIPE CULVERT HEADWALL-42 IN | 01214 | 4.000 |
4.000 |
$4,944.000 |
EACH | 0.1 |
| 0590 | PIPE CULVERT HEADWALL-48 IN | 01216 | 4.000 |
4.000 |
$5,356.000 |
EACH | 0.1 |
| 0595 | S & F BOX INLET-OUTLET-18 IN | 01450 | 13.000 |
13.000 |
$4,120.000 |
EACH | 0.2 |
| 0600 | S & F BOX INLET-OUTLET-30 IN | 01452 | 3.000 |
3.000 |
$12,360.000 |
EACH | 0.2 |
| 0605 | CURB BOX INLET TYPE A | 01456 | 9.000 |
9.000 |
$7,725.000 |
EACH | 0.3 |
| 0610 | DROP BOX INLET TYPE 1 | 01490 | 4.000 |
4.000 |
$5,974.000 |
EACH | 0.1 |
| 0615 | DROP BOX INLET TYPE 13S | 01568 | 1.000 |
1.000 |
$12,360.000 |
EACH | 0.1 |
| 0620 | DROP BOX INLET TYPE 14 | 01577 | 2.000 |
2.000 |
$3,090.000 |
EACH | 0.0 |
| 0625 | CAP CURB BOX INLET | 01634 | 1.000 |
1.000 |
$1,030.000 |
EACH | 0.0 |
| 0630 | MANHOLE TYPE A | 01756 | 2.000 |
2.000 |
$4,120.000 |
EACH | 0.0 |
| 0635 | MANHOLE TYPE B MOD | 01762 | 1.000 |
1.000 |
$14,420.000 |
EACH | 0.1 |
| 0640 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | 1.000 |
1.000 |
$1,545.000 |
EACH | 0.0 |
| 0645 | BORE AND JACK PIPE-18 IN | 23126EN | 103.000 |
103.000 |
$865.740 |
LF | 0.4 |
| 0650 | CORED HOLE DRAINAGE BOX CON | 23610NC | 1.000 |
1.000 |
$1,545.000 |
EACH | 0.0 |
| 0655 | PIPELINE INSPECTION | 24814EC | 5,524.000 |
5,524.000 |
$2.420 |
LF | 0.1 |
| 1085 | CONCRETE-CLASS A (ADDED 1/15/2025) | 08100 | 1.070 |
1.070 |
$7,233.710 |
CUYD | 0.0 |
Category Total $1,323,604.30 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - P&L RAILROAD - DWG. 28382 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0660 | STRUCTURE GRANULAR BACKFILL | 02231 | 1,557.000 |
1,557.000 |
$47.550 |
CUYD | 0.3 |
| 0665 | HANDRAIL-TYPE A-2 | 02612 | 71.330 |
71.330 |
$113.750 |
LF | 0.0 |
| 0670 | MASONRY COATING | 02998 | 449.000 |
449.000 |
$20.510 |
SQYD | 0.0 |
| 0675 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 489.000 |
489.000 |
$83.360 |
CUYD | 0.2 |
| 0680 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$82,422.500 |
LS | 0.4 |
| 0685 | CONCRETE-CLASS AA | 08104 | 1,056.400 |
1,056.400 |
$766.650 |
CUYD | 3.6 |
| 0690 | CONCRETE-CLASS AAA | 08105 | 59.700 |
59.700 |
$2,079.950 |
CUYD | 0.5 |
| 0695 | STEEL REINFORCEMENT | 08150 | 135,813.000 |
135,813.000 |
$1.390 |
LB | 0.8 |
| 0700 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | 8,935.000 |
8,935.000 |
$1.490 |
LB | 0.1 |
| 0705 | STRUCTURAL STEEL 107,071 LB | 08160 | 1.000 |
1.000 |
$679,007.140 |
LS | 3.0 |
| 0710 | DECK WATERPROOFING | 24848EC | 1.000 |
1.000 |
$88,300.000 |
LS | 0.4 |
| 0715 | DECK DRAIN SYSTEM | 24849EC | 1.000 |
1.000 |
$51,158.000 |
LS | 0.2 |
| 0720 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | 65.200 |
65.200 |
$256.900 |
LF | 0.1 |
| 8009 | MASS CONCRETE Railroad Bridge Abutment 1 | 10040ES | 0.000 |
0.000 |
$366.760 |
CUYD | 0.0 |
Category Total $2,185,913.98 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE- CULVERT - CREEK - DWG. 28383 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0725 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$16,980.000 |
LS | 0.1 |
| 0730 | CONCRETE-CLASS A | 08100 | 208.100 |
208.100 |
$575.000 |
CUYD | 0.5 |
| 0735 | STEEL REINFORCEMENT | 08150 | 27,693.000 |
27,693.000 |
$1.400 |
LB | 0.2 |
Category Total $175,407.70 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0006 | CATEGORY Description | LIGHTING - CITY OF LEITCHFIELD |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0740 | POLE 40 FT MTG HT | 04701 | 12.000 |
12.000 |
$2,060.000 |
EACH | 0.1 |
| 0745 | BRACKET 12 FT | 04724 | 8.000 |
8.000 |
$540.750 |
EACH | 0.0 |
| 0750 | BRACKET 15 FT | 04725 | 4.000 |
4.000 |
$592.250 |
EACH | 0.0 |
| 0755 | POLE BASE | 04740 | 12.000 |
12.000 |
$2,575.000 |
EACH | 0.1 |
| 0760 | TRANSFORMER BASE | 04750 | 12.000 |
12.000 |
$515.000 |
EACH | 0.0 |
| 0765 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$23,807.470 |
EACH | 0.1 |
| 0770 | FUSED CONNECTOR KIT | 04780 | 24.000 |
24.000 |
$257.500 |
EACH | 0.0 |
| 0775 | TRENCHING AND BACKFILLING | 04820 | 1,950.000 |
1,950.000 |
$11.330 |
LF | 0.1 |
| 0780 | WIRE-NO. 12 | 04832 | 2,050.000 |
2,050.000 |
$0.180 |
LF | 0.0 |
| 0785 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | 5.000 |
5.000 |
$2,575.000 |
EACH | 0.1 |
| 0790 | BORE AND JACK CONDUIT | 21543EN | 480.000 |
480.000 |
$13.900 |
LF | 0.0 |
| 0795 | WIRE-NO. 10 | 23778EC | 8,700.000 |
8,700.000 |
$1.090 |
LF | 0.0 |
| 0800 | LED LUMINAIRE | 24589ED | 12.000 |
12.000 |
$1,545.000 |
EACH | 0.1 |
| 0805 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 1,705.000 |
1,705.000 |
$1.330 |
LF | 0.0 |
| 0810 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 700.000 |
700.000 |
$2.040 |
LF | 0.0 |
Category Total $172,210.62 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0007 | CATEGORY Description | UTILITY - GAS LINE RELOCATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0815 | G DIRECTIONAL BORE | 16000 | 245.000 |
245.000 |
$329.600 |
LF | 0.4 |
| 0820 | G ENCASEMENT STEEL OPEN CUT RANGE 1 | 16008 | 228.000 |
228.000 |
$247.200 |
LF | 0.2 |
| 0825 | G ENCASEMENT STEEL OPEN CUT RANGE 2 | 16009 | 1,243.000 |
1,243.000 |
$206.000 |
LF | 1.1 |
| 0830 | G ENCASEMENT STEEL OPEN CUT RANGE 3 | 16010 | 185.000 |
185.000 |
$247.200 |
LF | 0.2 |
| 0835 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | 4,575.000 |
4,575.000 |
$57.680 |
LF | 1.2 |
| 0840 | G PIPE POLYETHYLENE/PLASTIC 04 INCH | 16017 | 4,205.000 |
4,205.000 |
$63.860 |
LF | 1.2 |
| 0845 | G PIPE POLYETHYLENE/PLASTIC 06 INCH | 16018 | 455.000 |
455.000 |
$70.040 |
LF | 0.1 |
| 0850 | G SERVICE LONG SIDE 3/4 INCH | 16034 | 6.000 |
6.000 |
$2,369.000 |
EACH | 0.1 |
| 0855 | G SERVICE SHORT SIDE 3/4 INCH | 16039 | 10.000 |
10.000 |
$1,236.000 |
EACH | 0.1 |
| 0860 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | 9.000 |
9.000 |
$2,472.000 |
EACH | 0.1 |
| 0865 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | 3.000 |
3.000 |
$3,296.000 |
EACH | 0.0 |
| 0870 | G TIE-IN POLYETHYLENE/PLASTIC 06 INCH | 16044 | 4.000 |
4.000 |
$3,914.000 |
EACH | 0.1 |
| 0875 | G VALVE POLYETHYLENE/PLASTIC 02 INCH | 16049 | 16.000 |
16.000 |
$875.500 |
EACH | 0.1 |
| 0880 | G VALVE POLYETHYLENE/PLASTIC 04 INCH | 16051 | 6.000 |
6.000 |
$1,236.000 |
EACH | 0.0 |
| 0885 | G VALVE POLYETHYLENE/PLASTIC 06 INCH | 16052 | 4.000 |
4.000 |
$1,545.000 |
EACH | 0.0 |
| 0890 | G METER AND REGULATOR 2 INCH | 16071 | 1.000 |
1.000 |
$2,369.000 |
EACH | 0.0 |
| 0895 | G METER AND REGULATOR 3/4 INCH | 16072 | 1.000 |
1.000 |
$1,442.000 |
EACH | 0.0 |
| 0900 | G CAP EXISTING MAIN | 16607 | 15.000 |
15.000 |
$2,472.000 |
EACH | 0.2 |
| 0905 | G SERVICE TEST AND RELIGHT | 16611 | 16.000 |
16.000 |
$412.000 |
EACH | 0.0 |
Category Total $1,152,642.10 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0008 | CATEGORY Description | SEWER - CITY OF LEITCHFIELD |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0910 | S BYPASS PUMPING | 15000 | 3.000 |
3.000 |
$3,605.000 |
EACH | 0.0 |
| 0915 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | 100.000 |
100.000 |
$321.360 |
LF | 0.1 |
| 0920 | S FORCE MAIN PVC 02 INCH | 15057 | 265.000 |
265.000 |
$82.400 |
LF | 0.1 |
| 0925 | S FORCE MAIN PVC 06 INCH | 15060 | 495.000 |
495.000 |
$87.550 |
LF | 0.2 |
| 0930 | S FORCE MAIN TAP SLEEVE/VALVE RNG 1 | 15069 | 2.000 |
2.000 |
$8,961.000 |
EACH | 0.1 |
| 0935 | S FORCE MAIN TIE-IN 02 INCH | 15071 | 2.000 |
2.000 |
$2,987.000 |
EACH | 0.0 |
| 0940 | S FORCE MAIN VALVE GATE | 15084 | 2.000 |
2.000 |
$1,854.000 |
EACH | 0.0 |
| 0945 | S LATERAL SHORT SIDE 06 INCH | 15090 | 2.000 |
2.000 |
$1,751.000 |
EACH | 0.0 |
| 0950 | S MANHOLE | 15092 | 11.000 |
11.000 |
$7,210.000 |
EACH | 0.3 |
| 0955 | S MANHOLE ADJUST TO GRADE | 15094 | 1.000 |
1.000 |
$1,545.000 |
EACH | 0.0 |
| 0960 | S MANHOLE TAP EXISTING | 15099 | 1.000 |
1.000 |
$5,047.000 |
EACH | 0.0 |
| 0965 | S PIPE PVC 08 INCH GRAVITY | 15112 | 1,160.000 |
1,160.000 |
$164.800 |
LF | 0.8 |
| 0970 | S CAP EXISTING MAIN | 15155 | 8.000 |
8.000 |
$2,266.000 |
EACH | 0.1 |
Category Total $434,428.25 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0009 | CATEGORY Description | WATERLINE - CITY OF LEITCHFIELD |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0975 | W CAP EXISTING MAIN | 14003 | 9.000 |
9.000 |
$3,296.000 |
EACH | 0.1 |
| 0980 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | 640.000 |
640.000 |
$283.250 |
LF | 0.8 |
| 0985 | W FIRE HYDRANT ASSEMBLY | 14019 | 2.000 |
2.000 |
$10,300.000 |
EACH | 0.1 |
| 0990 | W FIRE HYDRANT REMOVE | 14021 | 2.000 |
2.000 |
$2,163.000 |
EACH | 0.0 |
| 0995 | W METER 3/4 INCH | 14028 | 4.000 |
4.000 |
$2,987.000 |
EACH | 0.1 |
| 1000 | W PIPE PVC 06 INCH | 14059 | 2,350.000 |
2,350.000 |
$87.550 |
LF | 0.9 |
| 1005 | W PIPE PVC 08 INCH | 14060 | 500.000 |
500.000 |
$92.700 |
LF | 0.2 |
| 1010 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | 1.000 |
1.000 |
$7,107.000 |
EACH | 0.0 |
| 1015 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | 6.000 |
6.000 |
$2,163.000 |
EACH | 0.1 |
| 1020 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 10.000 |
10.000 |
$8,961.000 |
EACH | 0.4 |
| 1025 | W VALVE 06 INCH | 14105 | 3.000 |
3.000 |
$2,781.000 |
EACH | 0.0 |
| 1030 | W BLOWOFF ASSEMBLY LEITCHFIELD | 14158 | 5.000 |
5.000 |
$6,592.000 |
EACH | 0.1 |
Category Total $650,908.50 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0010 | CATEGORY Description | WATERLINE - GRAYSON COUNTY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1035 | W CAP EXISTING MAIN | 14003 | 1.000 |
1.000 |
$3,296.000 |
EACH | 0.0 |
| 1040 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | 35.000 |
35.000 |
$757.050 |
LF | 0.1 |
| 1045 | W PIPE PVC 08 INCH | 14060 | 1,731.000 |
1,731.000 |
$92.700 |
LF | 0.7 |
| 1050 | W SERVICE RELOCATE | 14081 | 2.000 |
2.000 |
$5,562.000 |
EACH | 0.0 |
| 1055 | W SERVICE SPECIAL | 14086 | 1.000 |
1.000 |
$7,725.000 |
EACH | 0.0 |
| 1060 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | 1.000 |
1.000 |
$8,961.000 |
EACH | 0.0 |
| 1065 | W TIE-IN 08 INCH | 14095 | 1.000 |
1.000 |
$3,399.000 |
EACH | 0.0 |
| 1070 | W ENCASEMENT STEEL OPEN CUT RANGE 4 INST | 14507 | 190.000 |
190.000 |
$321.360 |
LF | 0.3 |
Category Total $282,523.85 |
| SM- Project | DE0430NEW2502 | CATEGORY NUMBER | 0011 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1075 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$861,550.000 |
LS | 3.8 |
| 1080 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$328,950.000 |
LS | 1.4 |
Category Total $1,190,500.00 |