|
Item List 261121 |
Date:07/31/2026 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 261121 | Primary Project Number | DE067NEW22621 |
| Contract Description | GRANDVIEW NEIGHBORHOOD | ||
| Primary County | LETCHER | Fed/St Number | 067GR26D021-EK57 |
| Vendor ID | 02881 | Vendor Name | STANDAFER BUILDERS INC |
| Bid Amount | $ 8,919,145.40 | ||
| SM- Project | DE0670NEW2621 |
| Fed/State Number | EK57 067 NEW ROUTE 000-001 |
| Project Description | GRAND VIEW DEVELOPMENT ACCESS ROAD |
| *********** |
| SM- Project | DE0670NEW2621 | 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 | 7,969.000 |
7,969.000 |
$38.950 |
TON | 3.5 |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | 8.600 |
8.600 |
$225.100 |
TON | 0.0 |
| 0015 | ASPHALT SEAL COAT | 00103 | 10.300 |
10.300 |
$975.000 |
TON | 0.1 |
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 4,675.000 |
4,675.000 |
$149.200 |
TON | 7.8 |
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,149.000 |
1,149.000 |
$159.500 |
TON | 2.1 |
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 9.800 |
9.800 |
$885.000 |
TON | 0.1 |
Category Total $1,211,819.41 |
| SM- Project | DE0670NEW2621 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0035 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 5.000 |
5.000 |
$50.000 |
TON | 0.0 |
| 0040 | PERFORATED PIPE-4 IN | 01000 | 132.000 |
132.000 |
$15.000 |
LF | 0.0 |
| 0045 | NON-PERFORATED PIPE-4 IN | 01010 | 165.000 |
165.000 |
$14.000 |
LF | 0.0 |
| 0050 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0055 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
| 0060 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | 22.000 |
22.000 |
$13.830 |
EACH | 0.0 |
| 0065 | TEMP DITCH | 02159 | 2,230.000 |
2,230.000 |
$1.000 |
LF | 0.0 |
| 0070 | CLEAN TEMP DITCH | 02160 | 1,115.000 |
1,115.000 |
$0.010 |
LF | 0.0 |
| 0075 | ROADWAY EXCAVATION | 02200 | 244,492.000 |
244,492.000 |
$4.070 |
CUYD | 11.2 |
| 0080 | WATER | 02242 | 63.000 |
63.000 |
$10.000 |
MGAL | 0.0 |
| 0085 | G/R-W BEAM-S FACE TL-3 | 02351 | 1,112.500 |
1,112.500 |
$32.890 |
LF | 0.4 |
| 0090 | G/R END TREATMENT TYPE 4A | 02391 | 4.000 |
4.000 |
$3,729.020 |
EACH | 0.2 |
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 11.000 |
11.000 |
$177.250 |
EACH | 0.0 |
| 0100 | CHANNEL LINING CLASS IV | 02488 | 1,900.000 |
1,900.000 |
$10.000 |
CUYD | 0.2 |
| 0105 | CLEARING AND GRUBBING 19.4 AC | 02545 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.2 |
| 0110 | EDGE KEY | 02585 | 167.000 |
167.000 |
$54.250 |
LF | 0.1 |
| 0115 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 1,835.000 |
1,835.000 |
$2.000 |
SQYD | 0.0 |
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.3 |
| 0125 | TEMP SILT FENCE | 02701 | 2,230.000 |
2,230.000 |
$2.500 |
LF | 0.1 |
| 0130 | SILT TRAP TYPE A | 02703 | 19.000 |
19.000 |
$100.000 |
EACH | 0.0 |
| 0135 | SILT TRAP TYPE B | 02704 | 19.000 |
19.000 |
$100.000 |
EACH | 0.0 |
| 0140 | SILT TRAP TYPE C | 02705 | 19.000 |
19.000 |
$100.000 |
EACH | 0.0 |
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | 19.000 |
19.000 |
$10.000 |
EACH | 0.0 |
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | 19.000 |
19.000 |
$10.000 |
EACH | 0.0 |
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | 19.000 |
19.000 |
$10.000 |
EACH | 0.0 |
| 0160 | STAKING | 02726 | 1.000 |
1.000 |
$10,000.000 |
LS | 0.1 |
| 0165 | EROSION CONTROL BLANKET | 05950 | 1,386.000 |
1,386.000 |
$2.290 |
SQYD | 0.0 |
| 0170 | TEMP MULCH | 05952 | 93,800.000 |
93,800.000 |
$0.370 |
SQYD | 0.4 |
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | 46,900.000 |
46,900.000 |
$0.390 |
SQYD | 0.2 |
| 0180 | INITIAL FERTILIZER | 05963 | 3.420 |
3.420 |
$1,625.950 |
TON | 0.1 |
| 0185 | MAINTENANCE FERTILIZER | 05964 | 2.050 |
2.050 |
$1,623.940 |
TON | 0.0 |
| 0190 | SEEDING AND PROTECTION | 05985 | 66,200.000 |
66,200.000 |
$0.680 |
SQYD | 0.5 |
| 0195 | AGRICULTURAL LIMESTONE | 05992 | 41.000 |
41.000 |
$76.210 |
TON | 0.0 |
| 0200 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 17,910.000 |
17,910.000 |
$0.160 |
LF | 0.0 |
| 0205 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 48.000 |
48.000 |
$12.000 |
LF | 0.0 |
| 0210 | FUEL ADJUSTMENT | 10020NS | 61,708.000 |
61,708.000 |
$1.000 |
DOLL | 0.7 |
| 0215 | ASPHALT ADJUSTMENT | 10030NS | 23,668.000 |
23,668.000 |
$1.000 |
DOLL | 0.3 |
| 0220 | OBJECT MARKER TY 3 | 20191ED | 4.000 |
4.000 |
$23.350 |
EACH | 0.0 |
| 0225 | HIGH SLUMP 3000 PSI GROUT | 20911ED | 14.500 |
14.500 |
$500.000 |
CUYD | 0.1 |
| 0230 | EARTH REFILL | 21694EN | 14,201.000 |
14,201.000 |
$4.620 |
CUYD | 0.7 |
| 0235 | GEOMEMBRANE LINER | 21843EN | 3,100.000 |
3,100.000 |
$27.000 |
SQYD | 0.9 |
| 0240 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 2,564.000 |
2,564.000 |
$10.370 |
SQYD | 0.3 |
| 0245 | BARCODE SIGN INVENTORY | 24631EC | 14.000 |
14.000 |
$34.820 |
EACH | 0.0 |
| 0250 | PIPELINE INSPECTION | 24814EC | 414.000 |
414.000 |
$2.350 |
LF | 0.0 |
| 0255 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 0260 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
Category Total $1,548,548.61 |
| SM- Project | DE0670NEW2621 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0265 | CULVERT PIPE-24 IN | 00464 | 219.000 |
219.000 |
$105.000 |
LF | 0.3 |
| 0270 | CULVERT PIPE-30 IN | 00466 | 112.000 |
112.000 |
$150.000 |
LF | 0.2 |
| 0275 | CULVERT PIPE-36 IN | 00468 | 83.000 |
83.000 |
$300.000 |
LF | 0.3 |
| 0280 | PIPE CULVERT HEADWALL-24 IN | 01208 | 2.000 |
2.000 |
$1,300.000 |
EACH | 0.0 |
| 0285 | PIPE CULVERT HEADWALL-30 IN | 01210 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0290 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 2.000 |
2.000 |
$2,600.000 |
EACH | 0.1 |
| 0295 | S & F BOX INLET-OUTLET-36 IN | 01453 | 2.000 |
2.000 |
$11,500.000 |
EACH | 0.3 |
| 0300 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
5.000 |
$7,700.000 |
EACH | 0.4 |
Category Total $137,595.00 |
| SM- Project | DE0670NEW2621 | CATEGORY NUMBER | 0004 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0305 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$185,300.000 |
LS | 2.1 |
| 0310 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.8 |
Category Total $260,300.00 |
| SM- Project | DE067NEW22621 |
| Fed/State Number | EK57 067 NEW ROUTE 000-002 |
| Project Description | GRANDVIEW NEIGHBORHOOD |
| *********** |
| SM- Project | DE067NEW22621 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0315 | CRUSHED STONE BASE | 00003 | 15,007.000 |
15,007.000 |
$38.950 |
TON | 6.6 |
| 0320 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | 16,858.000 |
16,858.000 |
$2.550 |
SQYD | 0.5 |
| 0325 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 5,975.000 |
5,975.000 |
$149.200 |
TON | 10.0 |
| 0330 | ASPHALT PRIME COAT | 00296 | 14.000 |
14.000 |
$975.000 |
TON | 0.2 |
| 0335 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,107.000 |
1,107.000 |
$159.500 |
TON | 2.0 |
| 0340 | ASPHALT MATERIAL FOR TACK | 00356 | 14.000 |
14.000 |
$885.000 |
TON | 0.1 |
Category Total $1,721,587.05 |
| SM- Project | DE067NEW22621 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0345 | LIP CURB AND GUTTER | 01820 | 104.000 |
104.000 |
$43.250 |
LF | 0.1 |
| 0350 | JPC PAVEMENT-8 IN | 02084 | 206.000 |
206.000 |
$181.750 |
SQYD | 0.4 |
| 0355 | TEMP DITCH | 02159 | 2,447.000 |
2,447.000 |
$1.000 |
LF | 0.0 |
| 0360 | CLEAN TEMP DITCH | 02160 | 1,224.000 |
1,224.000 |
$0.010 |
LF | 0.0 |
| 0365 | FLOWABLE FILL | 02220 | 100.000 |
100.000 |
$425.980 |
CUYD | 0.5 |
| 0370 | EMBANKMENT IN PLACE | 02230 | 305,335.000 |
305,335.000 |
$4.270 |
CUYD | 14.6 |
| 0375 | WATER | 02242 | 30.000 |
30.000 |
$10.000 |
MGAL | 0.0 |
| 0380 | CHANNEL LINING CLASS III | 02484 | 1,135.000 |
1,135.000 |
$40.000 |
TON | 0.5 |
| 0385 | CLEARING AND GRUBBING 32.74 ACRES | 02545 | 1.000 |
1.000 |
$100,000.000 |
LS | 1.1 |
| 0390 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 18,615.000 |
18,615.000 |
$2.000 |
SQYD | 0.4 |
| 0395 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 9,439.000 |
9,439.000 |
$2.000 |
SQYD | 0.2 |
| 0400 | TEMP SILT FENCE | 02701 | 6,176.000 |
6,176.000 |
$2.500 |
LF | 0.2 |
| 0405 | SILT TRAP TYPE A | 02703 | 5.000 |
5.000 |
$100.000 |
EACH | 0.0 |
| 0410 | SILT TRAP TYPE B | 02704 | 25.000 |
25.000 |
$100.000 |
EACH | 0.0 |
| 0415 | SILT TRAP TYPE C | 02705 | 51.000 |
51.000 |
$100.000 |
EACH | 0.1 |
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | 5.000 |
5.000 |
$10.000 |
EACH | 0.0 |
| 0425 | CLEAN SILT TRAP TYPE B | 02707 | 25.000 |
25.000 |
$10.000 |
EACH | 0.0 |
| 0430 | CLEAN SILT TRAP TYPE C | 02708 | 51.000 |
51.000 |
$10.000 |
EACH | 0.0 |
| 0435 | SIDEWALK-4 IN CONCRETE | 02720 | 4,618.000 |
4,618.000 |
$67.350 |
SQYD | 3.5 |
| 0440 | STAKING | 02726 | 1.000 |
1.000 |
$29,250.000 |
LS | 0.3 |
| 0445 | EROSION CONTROL BLANKET | 05950 | 4,347.000 |
4,347.000 |
$2.290 |
SQYD | 0.1 |
| 0450 | TEMP MULCH | 05952 | 104,585.000 |
104,585.000 |
$0.370 |
SQYD | 0.4 |
| 0455 | TEMP SEEDING AND PROTECTION | 05953 | 79,231.000 |
79,231.000 |
$0.390 |
SQYD | 0.3 |
| 0460 | INITIAL FERTILIZER | 05963 | 8.000 |
8.000 |
$1,625.950 |
TON | 0.1 |
| 0465 | MAINTENANCE FERTILIZER | 05964 | 5.000 |
5.000 |
$1,623.940 |
TON | 0.1 |
| 0470 | SEEDING AND PROTECTION | 05985 | 155,668.000 |
155,668.000 |
$0.680 |
SQYD | 1.2 |
| 0475 | AGRICULTURAL LIMESTONE | 05992 | 99.000 |
99.000 |
$76.210 |
TON | 0.1 |
| 0480 | FUEL ADJUSTMENT | 10020NS | 1.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 0485 | ASPHALT ADJUSTMENT | 10030NS | 1.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 0490 | ROLLED CURB AND GUTTER | 20914ED | 9,543.000 |
9,543.000 |
$24.740 |
LF | 2.6 |
| 0495 | UTILITY COORDINATION | 24845EC | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
Category Total $2,407,879.81 |
| SM- Project | DE067NEW22621 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0500 | CULVERT PIPE-30 IN | 00466 | 127.000 |
127.000 |
$150.000 |
LF | 0.2 |
| 0505 | STORM SEWER PIPE-15 IN | 00521 | 895.000 |
895.000 |
$85.000 |
LF | 0.9 |
| 0510 | STORM SEWER PIPE-18 IN | 00522 | 1,110.000 |
1,110.000 |
$90.000 |
LF | 1.1 |
| 0515 | STORM SEWER PIPE-24 IN | 00524 | 1,653.000 |
1,653.000 |
$105.000 |
LF | 1.9 |
| 0520 | STORM SEWER PIPE-30 IN | 00526 | 461.000 |
461.000 |
$150.000 |
LF | 0.8 |
| 0525 | STORM SEWER PIPE-36 IN | 00528 | 49.000 |
49.000 |
$300.000 |
LF | 0.2 |
| 0530 | STORM SEWER PIPE-42 IN | 00529 | 34.000 |
34.000 |
$335.000 |
LF | 0.1 |
| 0535 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | 9,403.000 |
9,403.000 |
$9.500 |
LF | 1.0 |
| 0540 | NON-PERFORATED PIPE-4 IN | 01010 | 29.000 |
29.000 |
$15.000 |
LF | 0.0 |
| 0545 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0550 | PIPE CULVERT HEADWALL-15 IN | 01202 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0555 | PIPE CULVERT HEADWALL-18 IN | 01204 | 2.000 |
2.000 |
$1,150.000 |
EACH | 0.0 |
| 0560 | PIPE CULVERT HEADWALL-24 IN | 01208 | 1.000 |
1.000 |
$1,300.000 |
EACH | 0.0 |
| 0565 | PIPE CULVERT HEADWALL-30 IN | 01210 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0570 | PIPE CULVERT HEADWALL-42 IN | 01214 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
| 0575 | CURB BOX INLET TYPE A MOD | 01459 | 8.000 |
8.000 |
$8,500.000 |
EACH | 0.8 |
| 0580 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 59.000 |
59.000 |
$52.000 |
EACH | 0.0 |
| 0585 | MANHOLE TYPE A | 01756 | 5.000 |
5.000 |
$8,500.000 |
EACH | 0.5 |
| 0590 | PVC PIPE-6 IN | 03385 | 860.000 |
860.000 |
$24.000 |
LF | 0.2 |
| 0595 | HYDRAULIC CONTROL STRUCTURE STREET TWO STA 213+67.87, 68.98 LT | 23609ED | 1.000 |
1.000 |
$9,000.000 |
LS | 0.1 |
| 0600 | HYDRAULIC CONTROL STRUCTURE STREET THREE STA 308+04.02, 62.33 LT | 23609ED | 1.000 |
1.000 |
$9,000.000 |
LS | 0.1 |
| 0605 | IMPERMEABLE DETENTION BASIN LINING | 24801EC | 2,325.000 |
2,325.000 |
$40.750 |
SQYD | 1.1 |
| 0610 | PIPELINE INSPECTION | 24814EC | 4,329.000 |
4,329.000 |
$2.350 |
LF | 0.1 |
| 0615 | CURB BOX INLET TYPE F MODIFIED | 26235ED | 43.000 |
43.000 |
$7,000.000 |
EACH | 3.4 |
Category Total $1,127,418.40 |
| SM- Project | DE067NEW22621 | CATEGORY NUMBER | 0004 | CATEGORY Description | WALL |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0620 | CONCRETE-CLASS B | 02555 | 252.000 |
252.000 |
$733.940 |
CUYD | 2.1 |
| 0625 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 380.000 |
380.000 |
$3.000 |
SQYD | 0.0 |
| 0630 | STRUCTURE EXCAVATION-COMMON | 08001 | 230.000 |
230.000 |
$21.750 |
CUYD | 0.1 |
| 0635 | GRANULAR EMBANKMENT | 20072ES805 | 747.000 |
747.000 |
$48.200 |
TON | 0.4 |
Category Total $227,100.78 |
| SM- Project | DE067NEW22621 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0640 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 47.000 |
47.000 |
$52.880 |
SQFT | 0.0 |
| 0645 | STEEL POST TYPE 1 | 06410 | 68.000 |
68.000 |
$33.600 |
LF | 0.0 |
| 0650 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 336.000 |
336.000 |
$2.000 |
LF | 0.0 |
| 0655 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 144.000 |
144.000 |
$6.500 |
LF | 0.0 |
| 0660 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | 30.000 |
30.000 |
$45.000 |
LF | 0.0 |
| 0665 | DETECTABLE WARNINGS | 23158ES505 | 202.000 |
202.000 |
$43.040 |
SQFT | 0.1 |
| 0670 | BARCODE SIGN INVENTORY | 24631EC | 5.000 |
5.000 |
$34.820 |
EACH | 0.0 |
Category Total $16,596.34 |
| SM- Project | DE067NEW22621 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0675 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$185,300.000 |
LS | 2.1 |
| 0680 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.8 |
Category Total $260,300.00 |