|
Report_Id: 211346 Est NO 0026 |
Date:04/01/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211346 | Estimate Number | 0026 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08300) Henderlight, Christopher D | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0028986 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 09/23/2023 TO 03/08/2024 | ||||||
| Date Approved | 03/18/2024 | ||||||
| Primary Proj Number | DE07400922146 | ||||||
| Project No. | FD04 SPP 074 0092 021-026 | ||||||
| Primary County | MCCREARY | ||||||
| Name of Road | PINE KNOT-WILLIAMSBURG ROAD (KY 92) | ||||||
| Description | FROM KY592 TO WHITLEY COUNTY | ||||||
| Date Let | 11/19/2021 | Formal Acceptance | 11/09/2023 | ||||
| Date Awarded | 12/01/2021 | Date Work Began | 03/08/2022 | ||||
| Date Contract Executed | 12/17/2021 | Open To Traffic | 05/11/2023 | ||||
| Date NTP Issued | 12/17/2021 | Actual Completion Date | 05/11/2023 | ||||
| Current Contract Amount | $9,306,081.40 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,914,476.04 |
Total Earnings | $9,091,096.72 |
$9,066,005.15 |
$25,091.57 |
|
| Percent Complete | 97.69 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $214,984.68 |
Gross Earnings | $9,091,096.72 |
$9,066,005.15 |
$25,091.57 |
|
| Total Change Orders | $391,605.36 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,091,096.72 |
$9,066,005.15 |
$25,091.57 |
|||
| Contract Id | 211346 | Change Order Summary |
County | MCCREARY | ||||||
| Estimate Nbr | 0026 | Project Number | FD04 SPP 074 0092 021-026 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 09/23/2023 TO 03/08/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 11/17/2022 | $0.00 | 0.0 | |||||
| 002 | Additional Roadway and Paving Items | Approved | 01/23/2023 | $109,596.25 | 5.0 | |||||
| 003 | Fuel and Asphalt Adjustments and Time Extension | Approved | 07/26/2023 | $261,174.92 | 172.0 | |||||
| 004 | Ride Quality Adjustment Override | Approved | 05/26/2023 | $0.00 | 0.0 | |||||
| 005 | Bridge End Drainage Curb | Approved | 02/28/2024 | $20,834.19 | 0.0 | |||||
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 | 211346 | COMMONWEALTH OF KENTUCKY |
County | MCCREARY | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE07400922146 | ||||||
| Estimate Nbr | 0026 | Period | 09/23/2023 TO 03/08/2024 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | DE07400922146 | Fed/State Project Number | FD04 SPP 074 0092 021-026 | 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 | DE07400922146 | Fed/State Project Number | FD04 SPP 074 0092 021-026 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 108,957.00 | 108,957.000 | 105,991.100 | 105,991.100 | 23.60 | 2,501,389.96 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,219.00 | 1,219.000 | 4.350 | 1,041.080 | 1,045.430 | 60.00 | 261.00 | 62,725.80 | |
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 146.00 | 146.000 | 0.537 | 118.075 | 118.612 | 610.00 | 327.57 | 72,353.32 | |
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 38,950.00 | 38,950.000 | 40,719.780 | 40,719.780 | 78.95 | 3,214,826.63 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 9,776.00 | 9,776.000 | 9,786.570 | 9,786.570 | 93.95 | 919,448.25 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 86.80 | 86.800 | 90.878 | 90.878 | 575.00 | 52,254.85 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -48,750.000 | -48,750.000 | 1.00 | -48,750.00 | |||
| 8004 | LEVELING & WEDGING PG64-22 Level and Wedge for Tie-Ins | 00190 | TON | 0.00 | 500.000 | 178.370 | 178.370 | 116.90 | 20,851.45 | |||
| 8014 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | -5,340.000 | -5,340.000 | 1.00 | -5,340.00 | |||
| Project | DE07400922146 | Fed/State Project Number | FD04 SPP 074 0092 021-026 | Category | 0002 ROADWAY | |||||||
| 0035 | TRAFFIC BOUND BASE | 00020 | TON | 20.00 | 20.000 | 171.970 | 171.970 | 30.50 | 5,245.08 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3.00 | 3.000 | 77.140 | 77.140 | 155.00 | 11,956.70 | |||
| 0045 | PERFORATED PIPE-4 IN | 01000 | LF | 198.00 | 198.000 | 115.000 | 115.000 | 24.00 | 2,760.00 | |||
| 0050 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 70.00 | 70.000 | 40.000 | 40.000 | 22.70 | 908.00 | |||
| 0055 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 845.00 | 845.00 | |||
| 0060 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,088.00 | 0.00 | |||
| 0065 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 996.00 | 996.00 | |||
| 0070 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 135.00 | 135.000 | 135.000 | 135.000 | 15.00 | 2,025.00 | |||
| 0075 | BARRICADE-TYPE III | 02014 | EACH | 34.00 | 34.000 | 24.000 | 24.000 | 150.00 | 3,600.00 | |||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 1,862.00 | 1,862.000 | 1,134.660 | 1,134.660 | 5.35 | 6,070.43 | |||
| 0085 | TEMP DITCH | 02159 | LF | 1,075.00 | 1,075.000 | 585.000 | 585.000 | 1.00 | 585.00 | |||
| 0090 | CLEAN TEMP DITCH | 02160 | LF | 537.50 | 537.500 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0095 | ROADWAY EXCAVATION | 02200 | CUYD | 39,320.00 | 39,320.000 | 39,320.000 | 39,320.000 | 9.75 | 383,370.00 | |||
| 0100 | WATER | 02242 | MGAL | 50.00 | 50.000 | 50.000 | 50.000 | 0.01 | 0.50 | |||
| 0105 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,517.50 | 10,517.500 | 9,873.750 | 9,873.750 | 28.00 | 276,465.00 | |||
| 0110 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 65.00 | 585.00 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 12.000 | 12.000 | 3,500.00 | 42,000.00 | |||
| 0135 | CHANNEL LINING CLASS II | 02483 | TON | 705.00 | 705.000 | 1,851.430 | 1,851.430 | 38.00 | 70,354.34 | |||
| 0140 | CHANNEL LINING CLASS III | 02484 | TON | 293.00 | 293.000 | 125.450 | 125.450 | 42.00 | 5,268.90 | |||
| 0145 | CLEARING AND GRUBBING (7.9 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,000.00 | 37,000.00 | |||
| 0150 | TEMPORARY SIGNS | 02562 | SQFT | 504.00 | 504.000 | 420.500 | 420.500 | 5.00 | 2,102.50 | |||
| 0155 | EDGE KEY | 02585 | LF | 131.00 | 131.000 | 168.000 | 168.000 | 40.00 | 6,720.00 | |||
| 0160 | FINAL DRESSING CLASS B | 02601 | LF | 22,550.00 | 22,550.000 | 22,550.000 | 22,550.000 | 14.90 | 335,995.00 | |||
| 0165 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,015.00 | 1,015.000 | 2,363.810 | 2,363.810 | 2.00 | 4,727.62 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0180 | SAFELOADING | 02690 | CUYD | 195.00 | 195.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0185 | TEMP SILT FENCE | 02701 | LF | 1,075.00 | 1,075.000 | 850.000 | 850.000 | 9.25 | 7,862.50 | |||
| 0190 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0195 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 350.00 | 1,400.00 | |||
| 0200 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0205 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0210 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0220 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0225 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,207.00 | 1,207.000 | 11,739.950 | 11,739.950 | 4.00 | 46,959.80 | |||
| 0230 | TEMP MULCH | 05952 | SQYD | 30,417.00 | 30,417.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0235 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 22,813.00 | 22,813.000 | 9,661.410 | 9,661.410 | 0.20 | 1,932.28 | |||
| 0240 | INITIAL FERTILIZER | 05963 | TON | 1.50 | 1.500 | 1.500 | 1.500 | 1,000.00 | 1,500.00 | |||
| 0245 | MAINTENANCE FERTILIZER | 05964 | TON | 2.40 | 2.400 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0250 | SEEDING AND PROTECTION | 05985 | SQYD | 45,626.00 | 45,626.000 | 19,235.916 | 19,235.916 | 0.55 | 10,579.75 | |||
| 0255 | AGRICULTURAL LIMESTONE | 05992 | TON | 28.30 | 28.300 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0260 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 122,432.00 | 122,432.000 | 1,060.000 | 208,615.000 | 209,675.000 | 0.24 | 254.40 | 50,322.00 | |
| 0265 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 252.00 | 252.000 | 164.000 | 164.000 | 10.00 | 1,640.00 | |||
| 0270 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 20,768.00 | 20,768.000 | 3,156.000 | 3,156.000 | 0.60 | 1,893.60 | |||
| 0275 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 34.00 | 34.000 | 68.000 | 68.000 | 115.00 | 7,820.00 | |||
| 0280 | FUEL ADJUSTMENT | 10020NS | DOLL | 102,250.00 | 123,734.860 | 121,215.010 | 121,215.010 | 1.00 | 121,215.01 | |||
| 0285 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 152,279.00 | 388,554.650 | 342,277.950 | 342,277.950 | 1.00 | 342,277.95 | |||
| 0290 | OBJECT MARKER TY 3 | 20191ED | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | DITCH EXCAVATION | 20597EC | CUYD | 88.00 | 88.000 | 88.000 | 88.000 | 36.00 | 3,168.00 | |||
| 0300 | INLAID PAVEMENT MARKER | 24489EC | EACH | 716.00 | 716.000 | 671.000 | 671.000 | 35.00 | 23,485.00 | |||
| 0305 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0310 | PIPELINE INSPECTION | 24814EC | LF | 216.00 | 216.000 | 0.000 | 0.000 | 9.26 | 0.00 | |||
| 0315 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 8.00 | 0.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 8001 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -16,250.000 | -16,250.000 | 1.00 | -16,250.00 | |||
| 8003 | MAINTAIN & CONTROL TRAFFIC Add-on M&CT for Guardrail | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,975.00 | 3,975.00 | |||
| 8005 | PAVE STRIPING-TEMP PAINT-4 IN Temp Striping for Tie-Ins | 06510 | LF | 0.00 | 5,000.000 | 3,250.000 | 3,250.000 | 0.16 | 520.00 | |||
| 8006 | SHOULDER RUMBLE STRIPS-SAWED Shoulder Rumble Strips | 20362ES403 | LF | 0.00 | 55,000.000 | 43,959.000 | 43,959.000 | 0.38 | 16,704.42 | |||
| 8007 | GUARDRAIL TERMINAL SECTION NO 1 Guardrail Terminal 1 Add-on | 02360 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 131.25 | 0.00 | |||
| 8008 | GUARDRAIL CONNECTOR TO BRIDGE END TY A Guardrail Conn to Bridge Ty A | 02363 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 4,200.00 | 33,600.00 | |||
| 8009 | REMOVE & RESET GUARDRAIL Remove & Reset Guardrail | 02383 | LF | 0.00 | 270.000 | 702.500 | 702.500 | 30.00 | 21,075.00 | |||
| 8010 | BASE FAILURE REPAIR Base Failure Repair Sta. 423+00 | 03240 | SQYD | 0.00 | 131.000 | 131.000 | 131.000 | 40.00 | 5,240.00 | |||
| 8011 | COST PLUS WORK Curb and Gutter at Bridge Ends | 10080NSD | DOLL | 0.00 | 3,414.410 | 3,414.410 | 0.000 | 3,414.410 | 1.00 | 3,414.41 | 3,414.41 | |
| 8012 | COST PLUS WORK Bridge End Drainage Curb | 10080NSD | DOLL | 0.00 | 20,834.190 | 20,834.190 | 0.000 | 20,834.190 | 1.00 | 20,834.19 | 20,834.19 | |
| Project | DE07400922146 | Fed/State Project Number | FD04 SPP 074 0092 021-026 | Category | 0003 DRAINAGE | |||||||
| 0320 | ENTRANCE PIPE-18 IN | 00441 | LF | 72.00 | 72.000 | 25.000 | 25.000 | 100.00 | 2,500.00 | |||
| 0325 | CULVERT PIPE-18 IN | 00462 | LF | 37.00 | 37.000 | 40.000 | 40.000 | 125.00 | 5,000.00 | |||
| 0330 | CULVERT PIPE-36 IN | 00468 | LF | 108.00 | 108.000 | 108.000 | 108.000 | 167.00 | 18,036.00 | |||
| 0335 | CULVERT PIPE-48 IN | 00470 | LF | 71.00 | 71.000 | 71.000 | 71.000 | 364.00 | 25,844.00 | |||
| 0340 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0345 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0350 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 8002 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE07400922146 | Fed/State Project Number | FD04 SPP 074 0092 021-026 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0355 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 0360 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 125,030.00 | 31,257.50 | |||
| SUBTOT | $25,091.57 |
$9,091,096.75 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||