|
Report_Id: 244501 Est NO 0002 |
Date:04/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 244501 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02360) Johnson, Eathan D. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 03/21/2025 TO 04/03/2025 | ||||||
| Date Approved | 04/14/2025 | ||||||
| Primary Proj Number | 0203000602401 | ||||||
| Project No. | HSIP 0601(215) | ||||||
| Primary County | DAVIESS | ||||||
| Name of Road | US HIGHWAY 60 (US 60) | ||||||
| Description | FROM 0.339 MILES SOUTH OF KY 1767 TO 0.242 MILES NORTH OF WR IGHTS LANDING ROAD | ||||||
| Date Let | 12/12/2024 | Formal Acceptance | |||||
| Date Awarded | 12/18/2024 | Date Work Began | 03/12/2025 | ||||
| Date Contract Executed | 01/30/2025 | Open To Traffic | |||||
| Date NTP Issued | 01/30/2025 | Actual Completion Date | |||||
| Current Contract Amount | $3,468,683.81 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,468,683.81 |
Total Earnings | $283,424.69 |
$47,034.16 |
$236,390.53 |
|
| Percent Complete | 8.17 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,185,259.12 |
Gross Earnings | $283,424.69 |
$47,034.16 |
$236,390.53 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $283,424.69 |
$47,034.16 |
$236,390.53 |
|||
| Contract Id | 244501 | Change Order Summary |
County | DAVIESS | ||||||
| Estimate Nbr | 0002 | Project Number | HSIP 0601(215) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 03/21/2025 TO 04/03/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 244501 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0203000602401 | ||||||
| Estimate Nbr | 0002 | Period | 03/21/2025 TO 04/03/2025 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | 0203000602401 | Fed/State Project Number | HSIP 0601(215) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | 0203000602401 | Fed/State Project Number | HSIP 0601(215) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 6,106.00 | 6,106.000 | 1,762.930 | 0.000 | 1,762.930 | 40.90 | 72,103.83 | 72,103.83 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 102.30 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 9,425.00 | 9,425.000 | 990.660 | 629.180 | 1,619.840 | 37.50 | 37,149.75 | 60,744.00 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 82.00 | 82.000 | 0.000 | 0.000 | 170.75 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 4,524.00 | 4,524.000 | 0.000 | 0.000 | 97.35 | 0.00 | |||
| 0035 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.50 | 1.500 | 0.000 | 0.000 | 1,625.00 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 4,460.00 | 4,460.000 | 0.000 | 0.000 | 111.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 11.90 | 11.900 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0050 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 15,322.00 | 15,322.000 | 528.000 | 0.000 | 528.000 | 2.10 | 1,108.80 | 1,108.80 | |
| 0055 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 14,376.00 | 14,376.000 | 3,914.000 | 1,349.890 | 5,263.890 | 3.10 | 12,133.40 | 16,318.05 | |
| 0060 | MOBILIZATION FOR MILL & TEXT DAVIESS US 60 HSIP | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,173.91 | 0.00 | |||
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,531.00 | 3,531.000 | 0.000 | 0.000 | 21.12 | 0.00 | |||
| 0070 | FUEL ADJUSTMENT | 10020NS | DOLL | 13,984.00 | 13,984.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0075 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 35,124.00 | 35,124.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | 0203000602401 | Fed/State Project Number | HSIP 0601(215) | Category | 0002 ROADWAY | |||||||
| 0080 | STANDARD BARRIER MEDIAN TYPE 2 1872 SQYD MODIFIED TO TOTAL DEPTH OF 5.5 | 01917 | SQYD | 2,027.00 | 2,027.000 | 0.000 | 0.000 | 73.46 | 0.00 | |||
| 0085 | STANDARD BARRIER MEDIAN TYPE 4 126 SQYD MODIFIED TO TOTAL DEPTH OF 5.5" | 01921 | SQYD | 672.00 | 672.000 | 0.000 | 0.000 | 82.25 | 0.00 | |||
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 17.82 | 0.00 | |||
| 0095 | REMOVE PAVEMENT | 02091 | SQYD | 99.00 | 99.000 | 0.000 | 0.000 | 9.88 | 0.00 | |||
| 0100 | ROADWAY EXCAVATION | 02200 | CUYD | 7,002.00 | 7,002.000 | 1,084.940 | 760.000 | 1,844.940 | 19.96 | 21,655.40 | 36,825.00 | |
| 0105 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 69.71 | 0.00 | |||
| 0110 | REMOVE FENCE | 02265 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 60.68 | 0.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 199.50 | 199.500 | 0.000 | 0.000 | 41.46 | 0.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,491.82 | 0.00 | |||
| 0125 | REMOVE GUARDRAIL | 02381 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 11.63 | 0.00 | |||
| 0130 | CLEARING AND GRUBBING 0.01 ACRES IN AREA OF FENCE REMOVAL AND | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,910.67 | 0.00 | |||
| 0135 | TEMPORARY SIGNS | 02562 | SQFT | 416.00 | 416.000 | 682.000 | 0.000 | 682.000 | 11.51 | 7,849.82 | 7,849.82 | |
| 0140 | REMOVE HEADWALL PERF PIPE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 199.42 | 398.84 | 398.84 | |
| 0145 | MAINTAIN & CONTROL TRAFFIC DAVIESS US 60 HSIP | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.000 | 0.200 | 85,540.42 | 17,108.08 | 17,108.08 | |
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2.000 | 4,085.65 | 4,085.65 | 8,171.30 | |
| 0155 | SHOULDER RUMBLE STRIPS | 02696 | LF | 10,410.00 | 10,410.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0160 | TEMP SILT FENCE | 02701 | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.97 | 0.00 | |||
| 0165 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 188.13 | 0.00 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 771.85 | 0.00 | |||
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 494.14 | 0.00 | |||
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 161.25 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 161.25 | 0.00 | |||
| 0195 | STAKING DAVIESS US 60 HSIP | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.000 | 0.200 | 24,235.88 | 4,847.17 | 4,847.17 | |
| 0200 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 1,935.65 | 3,871.30 | 3,871.30 | |
| 0205 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,236.00 | 1,236.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0210 | TEMP MULCH | 05952 | SQYD | 6,452.00 | 6,452.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0215 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,839.00 | 4,839.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0220 | INITIAL FERTILIZER | 05963 | TON | 0.22 | 0.220 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0225 | MAINTENANCE FERTILIZER | 05964 | TON | 0.36 | 0.360 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0230 | SEEDING AND PROTECTION | 05985 | SQYD | 5,952.00 | 5,952.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0235 | AGRICULTURAL LIMESTONE | 05992 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0240 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 31,991.00 | 31,991.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0245 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 733.00 | 733.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0250 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 18,364.00 | 18,364.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0255 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 10,649.00 | 10,649.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0260 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 2,698.00 | 2,698.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0265 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 2,574.00 | 2,574.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0270 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0275 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 686.00 | 686.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0280 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0285 | LONGITUDINAL EDGE KEY | 21289ED | LF | 5,967.00 | 5,967.000 | 0.000 | 0.000 | 4.80 | 0.00 | |||
| 0290 | REMOVE SIGN | 21373ND | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 243.49 | 0.00 | |||
| 0295 | INLAID PAVEMENT MARKER | 24489EC | EACH | 135.00 | 135.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0300 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,242.00 | 1,242.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0305 | PIPELINE INSPECTION | 24814EC | LF | 1,741.00 | 1,741.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| Project | 0203000602401 | Fed/State Project Number | HSIP 0601(215) | Category | 0003 DRAINAGE | |||||||
| 0315 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,133.00 | 1,133.000 | 0.000 | 0.000 | 129.13 | 0.00 | |||
| 0320 | STORM SEWER PIPE-18 IN | 00522 | LF | 594.00 | 594.000 | 0.000 | 0.000 | 170.10 | 0.00 | |||
| 0325 | STORM SEWER PIPE-30 IN | 00526 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 329.13 | 0.00 | |||
| 0330 | PERFORATED PIPE-4 IN | 01000 | LF | 2,510.00 | 2,510.000 | 0.000 | 0.000 | 9.14 | 0.00 | |||
| 0335 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 175.00 | 175.000 | 33.000 | 0.000 | 33.000 | 13.89 | 458.37 | 458.37 | |
| 0340 | INSPECT & CERTIFY EDGE DRAIN SYSTEM DAVIESS US 60 HSIP | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0345 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,037.38 | 0.00 | |||
| 0350 | CURB BOX INLET TYPE A | 01456 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 7,160.52 | 0.00 | |||
| 0355 | DROP BOX INLET TYPE 5D | 01511 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,049.37 | 0.00 | |||
| 0360 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,263.06 | 0.00 | |||
| 0365 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,035.34 | 0.00 | |||
| 0370 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0375 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0380 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0520 | REMOVE PIPE (ADDED 12-9-24) | 01310 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 12.31 | 0.00 | |||
| 0525 | REMOVE DROP BOX INLET (ADDED 12-9-24) | 01585 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 472.14 | 0.00 | |||
| Project | 0203000602401 | Fed/State Project Number | HSIP 0601(215) | Category | 0004 SIGNING | |||||||
| 0385 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 254.00 | 254.000 | 0.000 | 0.000 | 71.71 | 0.00 | |||
| 0390 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 678.38 | 678.380 | 0.000 | 0.000 | 54.33 | 0.00 | |||
| 0395 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 531.75 | 531.750 | 0.000 | 0.000 | 55.99 | 0.00 | |||
| 0400 | STEEL POST TYPE 1 | 06410 | LF | 1,398.00 | 1,398.000 | 0.000 | 0.000 | 36.90 | 0.00 | |||
| 0405 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 3,570.29 | 0.00 | |||
| 0410 | GMSS TYPE D | 21596ND | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 545.84 | 0.00 | |||
| 0415 | GMSS TYPE D SURFACE MOUNT | 21596ND | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 455.74 | 0.00 | |||
| 0420 | BARCODE SIGN INVENTORY | 24631EC | EACH | 169.00 | 169.000 | 0.000 | 0.000 | 62.68 | 0.00 | |||
| Project | 0203000602401 | Fed/State Project Number | HSIP 0601(215) | Category | 0005 LIGHTING | |||||||
| 0425 | POLE 30 FT MTG HT | 04700 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0430 | POLE 40 FT MTG HT | 04701 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0435 | BRACKET 12 FT | 04724 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0440 | BRACKET 15 FT | 04725 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0445 | POLE BASE | 04740 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0450 | TRANSFORMER BASE | 04750 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0455 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 37,769.84 | 0.00 | |||
| 0460 | FUSED CONNECTOR KIT | 04780 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0465 | TRENCHING AND BACKFILLING | 04820 | LF | 4,140.00 | 4,140.000 | 0.000 | 0.000 | 10.12 | 0.00 | |||
| 0470 | WIRE-NO. 12 | 04832 | LF | 1,164.00 | 1,164.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0475 | POLE 35 FT WOODEN | 04871 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0480 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0485 | BORE AND JACK CONDUIT | 21543EN | LF | 920.00 | 920.000 | 0.000 | 0.000 | 8.80 | 0.00 | |||
| 0490 | WIRE-NO. 10 | 23778EC | LF | 14,190.00 | 14,190.000 | 0.000 | 0.000 | 0.97 | 0.00 | |||
| 0495 | LED LUMINAIRE | 24589ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0500 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 4,140.00 | 4,140.000 | 0.000 | 0.000 | 1.29 | 0.00 | |||
| 0505 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 920.00 | 920.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| Project | 0203000602401 | Fed/State Project Number | HSIP 0601(215) | Category | 0006 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0510 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 107,240.19 | 53,620.09 | 53,620.09 | |
| 0515 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,740.00 | 0.00 | |||
| SUBTOT | $236,390.52 |
$283,424.68 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||