|
Report_Id: 244101 Est NO 0010 |
Date:03/03/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 244101 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11320) Perkins, Robert W. | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0028986 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 10/21/2024 TO 02/23/2025 | ||||||
| Date Approved | 03/03/2025 | ||||||
| Primary Proj Number | 11007025E2401 | ||||||
| Project No. | HSIP 0251(050) | ||||||
| Primary County | BELL | ||||||
| Name of Road | PINEVILLE ROAD (US 25E) | ||||||
| Description | FROM 0.101 MILES SOUTH OF 25TH STREET EXTENDING 1.0 MILES NO RTH ALONG US 25E | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 06/13/2024 | ||||
| Date Contract Executed | 05/23/2024 | Open To Traffic | |||||
| Date NTP Issued | 05/23/2024 | Actual Completion Date | 02/04/2025 | ||||
| Current Contract Amount | $3,861,808.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,656,732.37 |
Total Earnings | $3,636,208.30 |
$2,637,402.29 |
$998,806.01 |
|
| Percent Complete | 94.16 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $225,600.00 |
Gross Earnings | $3,636,208.30 |
$2,637,402.29 |
$998,806.01 |
|
| Total Change Orders | $1,205,075.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,636,208.30 |
$2,637,402.29 |
$998,806.01 |
|||
| Contract Id | 244101 | Change Order Summary |
County | BELL | ||||||
| Estimate Nbr | 0010 | Project Number | HSIP 0251(050) | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 10/21/2024 TO 02/23/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Construction Revision and Contract Omissions | Approved | 02/11/2025 | $1,205,075.93 | 198.0 | |||||
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 | 244101 | COMMONWEALTH OF KENTUCKY |
County | BELL | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 11007025E2401 | ||||||
| Estimate Nbr | 0010 | Period | 10/21/2024 TO 02/23/2025 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | 11007025E2401 | Fed/State Project Number | HSIP 0251(050) | 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 | 11007025E2401 | Fed/State Project Number | HSIP 0251(050) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 15,719.00 | 15,719.000 | 328.390 | 15,085.610 | 15,414.000 | 30.25 | 9,933.79 | 466,273.50 | |
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 702.00 | 6,207.130 | 263.010 | 5,944.120 | 6,207.130 | 135.30 | 35,585.25 | 839,824.68 | |
| 0015 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 3,566.00 | 3,741.660 | 3,741.560 | 3,741.560 | 114.85 | 429,718.16 | |||
| 0020 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 3,528.00 | 4,092.210 | 4,092.210 | 4,092.210 | 120.50 | 493,111.30 | |||
| 0025 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 3,509.00 | 4,327.220 | 4,327.220 | 0.000 | 4,327.220 | 149.85 | 648,433.91 | 648,433.91 | |
| 0030 | JPC PAVEMENT-8 IN | 02084 | SQYD | 66.00 | 66.000 | 0.000 | 0.000 | 169.13 | 0.00 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,746.00 | 1,746.000 | 509.810 | 509.810 | 23.95 | 12,209.94 | |||
| 0045 | LONGITUDINAL EDGE KEY | 21289ED | LF | 6,722.00 | 6,722.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 17.90 | 48.570 | 19.501 | 29.067 | 48.568 | 1,200.00 | 23,401.20 | 58,281.60 | |
| Project | 11007025E2401 | Fed/State Project Number | HSIP 0251(050) | Category | 0002 ROADWAY | |||||||
| 0055 | TEMP DITCH | 02159 | LF | 2,295.00 | 2,295.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0060 | CLEAN TEMP DITCH | 02160 | LF | 1,148.00 | 1,148.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0065 | ROADWAY EXCAVATION | 02200 | CUYD | 5,462.00 | 5,462.000 | 242.154 | 5,219.846 | 5,462.000 | 15.00 | 3,632.31 | 81,930.00 | |
| 0070 | CHANNEL LINING CLASS II | 02483 | TON | 842.00 | 842.000 | 662.490 | 662.490 | 45.00 | 29,812.05 | |||
| 0075 | TEMPORARY SIGNS | 02562 | SQFT | 288.00 | 288.000 | 232.000 | 232.000 | 5.30 | 1,229.60 | |||
| 0080 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 0.000 | -0.750 | 0.750 | 0.000 | 50,000.00 | -37,500.00 | 0.00 | |
| 0085 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 0090 | EDGELINE RUMBLE STRIPS | 02697 | LF | 8,869.00 | 8,869.000 | 7,192.000 | 0.000 | 7,192.000 | 1.01 | 7,263.92 | 7,263.92 | |
| 0095 | TEMP SILT FENCE | 02701 | LF | 2,295.00 | 2,295.000 | 137.000 | 137.000 | 5.00 | 685.00 | |||
| 0100 | SILT TRAP TYPE A | 02703 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0105 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0110 | SILT TRAP TYPE C | 02705 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 225.00 | 1,125.00 | |||
| 0115 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 0.01 | 0.03 | |||
| 0130 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 45,000.00 | 11,250.00 | 45,000.00 | |
| 0135 | EROSION CONTROL BLANKET | 05950 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0140 | TEMP MULCH | 05952 | SQYD | 10,205.00 | 10,205.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0145 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,650.00 | 7,650.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
| 0150 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,436.50 | 0.00 | |||
| 0155 | MAINTENANCE FERTILIZER | 05964 | TON | 0.06 | 0.060 | 0.000 | 0.000 | 1,436.50 | 0.00 | |||
| 0160 | SEEDING AND PROTECTION | 05985 | SQYD | 1,889.00 | 1,889.000 | 0.000 | 0.000 | 3.39 | 0.00 | |||
| 0165 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.20 | 1.200 | 0.000 | 0.000 | 75.69 | 0.00 | |||
| 0170 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,000.00 | 78,919.000 | 32,250.000 | 46,669.000 | 78,919.000 | 0.35 | 11,287.50 | 27,621.65 | |
| 0175 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 12,022.00 | 12,022.000 | 13,037.000 | 0.000 | 13,037.000 | 1.18 | 15,383.66 | 15,383.66 | |
| 0180 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 10,043.00 | 10,043.000 | 11,616.000 | 0.000 | 11,616.000 | 1.18 | 13,706.88 | 13,706.88 | |
| 0185 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,605.00 | 6,605.000 | 167.000 | 0.000 | 167.000 | 4.50 | 751.50 | 751.50 | |
| 0190 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0195 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 21.00 | 21.000 | 19.000 | 0.000 | 19.000 | 145.00 | 2,755.00 | 2,755.00 | |
| 0200 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 128.00 | 128.000 | 136.000 | 0.000 | 136.000 | 50.00 | 6,800.00 | 6,800.00 | |
| 0205 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 162.00 | 162.000 | 160.000 | 0.000 | 160.000 | 50.00 | 8,000.00 | 8,000.00 | |
| 0210 | FUEL ADJUSTMENT | 10020NS | DOLL | 24,143.00 | 24,143.000 | -8,549.200 | 0.000 | -8,549.200 | 1.00 | -8,549.20 | -8,549.20 | |
| 0215 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 44,014.00 | 44,014.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 5.00 | 5.000 | 5.000 | 0.000 | 5.000 | 1,197.19 | 5,985.95 | 5,985.95 | |
| 0225 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 132.00 | 132.000 | 132.000 | 0.000 | 132.000 | 6.50 | 858.00 | 858.00 | |
| 8000 | EW~ Redesign | 10090NX | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 46,478.88 | 46,478.88 | 46,478.88 | |
| 8004 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 4,364.83 | 8,729.67 | 8,729.67 | |
| 8005 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 0.00 | 3.000 | 3.000 | 0.000 | 3.000 | 1,353.79 | 4,061.38 | 4,061.38 | |
| 8006 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 2.000 | 1.000 | 0.000 | 1.000 | 2,012.89 | 2,012.89 | 2,012.89 | |
| 8007 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 5.000 | 6.000 | 0.000 | 6.000 | 97.66 | 585.96 | 585.96 | |
| 8008 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 1,974.500 | 1,812.500 | 0.000 | 1,812.500 | 3.29 | 5,975.81 | 5,975.81 | |
| 8009 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 0.00 | 11.000 | 11.000 | 0.000 | 11.000 | 248.93 | 2,738.27 | 2,738.27 | |
| 8010 | OBJECT MARKER TY 3 | 20191ED | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 49.83 | 99.66 | 99.66 | |
| 8011 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 2,174.500 | 1,934.000 | 0.000 | 1,934.000 | 33.56 | 64,921.47 | 64,921.47 | |
| 8012 | DELINEATOR FOR GUARDRAIL B/W | 01987 | EACH | 0.00 | 87.000 | 28.000 | 0.000 | 28.000 | 13.98 | 391.60 | 391.60 | |
| 8013 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 61,256.00 | 61,256.00 | 61,256.00 | |
| Project | 11007025E2401 | Fed/State Project Number | HSIP 0251(050) | Category | 0003 DRAINAGE | |||||||
| 0230 | ENTRANCE PIPE-24 IN | 00443 | LF | 126.00 | 126.000 | 44.000 | 44.000 | 80.00 | 3,520.00 | |||
| 0235 | STORM SEWER PIPE-18 IN | 00522 | LF | 178.00 | 178.000 | 178.000 | 178.000 | 75.00 | 13,350.00 | |||
| 0240 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0245 | REMOVE PIPE | 01310 | LF | 119.00 | 119.000 | 50.000 | 50.000 | 25.00 | 1,250.00 | |||
| 0250 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0255 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0260 | PAVED DITCH TYPE 1 | 02157 | SQYD | 45.00 | 45.000 | 200.160 | 200.160 | 286.02 | 57,249.76 | |||
| 0265 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 0270 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 8001 | DROP BOX INLET TYPE 11 | 01544 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 5,775.00 | 11,550.00 | 11,550.00 | |
| 8002 | SLOTTED DRAIN PIPE-15 IN | 00981 | LF | 0.00 | 50.000 | 50.000 | 0.000 | 50.000 | 374.69 | 18,734.67 | 18,734.67 | |
| 8003 | SAFELOADING | 02690 | CUYD | 0.00 | 6.000 | 6.000 | 0.000 | 6.000 | 525.00 | 3,150.00 | 3,150.00 | |
| Project | 11007025E2401 | Fed/State Project Number | HSIP 0251(050) | Category | 0004 DEMOBILIZATION | |||||||
| 0275 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
| 0280 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 36,560.00 | 9,140.00 | 9,140.00 | |
| SUBTOT | $998,806.00 |
$3,636,208.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||