|
Report_Id: 212270 Est NO 0018 |
Date:04/28/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 212270 | Estimate Number | 0018 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Hayes, Vincent T. | ||||||
| Contractor | HINKLE ENVIRONMENTAL SERVICES LLC | ADDR SN 0 VC Code KY0035938 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 04/05/2025 TO 04/18/2025 | ||||||
| Date Approved | 04/27/2025 | ||||||
| Primary Proj Number | MP06711032101 | ||||||
| Project No. | FD51 067 1103 004-014, FD51 067 1469 000-003, FD51 067 2034 000-004 | ||||||
| Primary County | LETCHER | ||||||
| Name of Road | KY 1103, KY 1469, & KY 2034 | ||||||
| Description | FROM 0.525 MILES NORTH OF BROWNING DRIVE EXTENDING NORTH TO 0.272 MILES NORTH OF GRIFFITH DRIVE | ||||||
| Date Let | 07/23/2021 | Formal Acceptance | |||||
| Date Awarded | 08/04/2021 | Date Work Began | 05/16/2022 | ||||
| Date Contract Executed | 08/25/2021 | Open To Traffic | |||||
| Date NTP Issued | 08/26/2021 | Actual Completion Date | 03/14/2025 | ||||
| Current Contract Amount | $963,787.25 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $919,227.25 |
Total Earnings | $863,161.65 |
$859,711.65 |
$3,450.00 |
|
| Percent Complete | 89.56 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $100,625.60 |
Gross Earnings | $863,161.65 |
$859,711.65 |
$3,450.00 |
|
| Total Change Orders | $44,560.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $863,161.65 |
$859,711.65 |
$3,450.00 |
|||
| Contract Id | 212270 | Change Order Summary |
County | LETCHER | ||||||
| Estimate Nbr | 0018 | Project Number | FD51 067 1103 004-014, FD51 067 1469 000-003, FD51 067 2034 000-004 | |||||||
| Contractor | HINKLE ENVIRONMENTAL SERVICES LLC | Period | 04/05/2025 TO 04/18/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Add bid items for embankment repair | Approved | 11/06/2024 | $44,560.00 | 915.0 | |||||
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 | 212270 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
| Contract Type | OPFL FLOOD REPAIR FOR FEMA | TRANSPORTATION CABINET |
Primary Project Number | MP06711032101 | ||||||
| Estimate Nbr | 0018 | Period | 04/05/2025 TO 04/18/2025 | |||||||
| Contractor | HINKLE ENVIRONMENTAL SERVICES LLC | |||||||||
| Project | MP06711032101 | Fed/State Project Number | FD51 067 1103 004-014 | Category | 0010 ROADWAY | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 84.00 | 84.000 | 71.680 | 71.680 | 37.00 | 2,652.16 | |||
| 0010 | CULVERT PIPE-18 IN | 00462 | LF | 10.00 | 10.000 | 10.000 | 10.000 | 320.00 | 3,200.00 | |||
| 0015 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 17.00 | 17.000 | 5.000 | 5.000 | 15.00 | 75.00 | |||
| 0020 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0025 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 150.000 | 150.000 | 33.00 | 4,950.00 | |||
| 0030 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 0035 | REMOVE & RESET GUARDRAIL | 02383 | LF | 437.50 | 437.500 | 350.000 | 350.000 | 15.00 | 5,250.00 | |||
| 0040 | REMOVE GUARDRAIL END TREATMENT TYPE 7 | 02396 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0045 | CHANNEL LINING CLASS II | 02483 | TON | 660.00 | 660.000 | 596.810 | 596.810 | 42.50 | 25,364.42 | |||
| 0050 | TEMPORARY SIGNS | 02562 | SQFT | 600.00 | 600.000 | 205.000 | 205.000 | 10.00 | 2,050.00 | |||
| 0055 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 820.00 | 820.000 | 1,083.210 | 1,083.210 | 2.00 | 2,166.42 | |||
| 0060 | MAINTAIN & CONTROL TRAFFIC (KY 1103) | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 31,000.00 | 29,450.00 | |||
| 0065 | RAILROAD RAILS-DRILLED | 03234 | LF | 2,309.00 | 2,309.000 | 2,440.000 | 2,440.000 | 21.25 | 51,850.00 | |||
| 0070 | EXCAVATION AND BACKFILL | 03235 | CUYD | 228.00 | 228.000 | 380.140 | 380.140 | 52.50 | 19,957.35 | |||
| 0075 | CRIBBING | 03236 | SQFT | 1,524.00 | 1,524.000 | 1,841.000 | 1,841.000 | 7.50 | 13,807.50 | |||
| 0080 | SITE PREPARATION KY 1103 SITE 2A & 2B | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0085 | SITE PREPARATION KY 1103 SITE 3 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0090 | SITE PREPARATION KY 1103 SITE 4 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0095 | SITE PREPARATION KY 1103 SITES 5 & 6 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0100 | EROSION CONTROL KY 1103 SITE 3 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0105 | EROSION CONTROL KY 1103 SITE 4 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0110 | EROSION CONTROL KY 1103 SITE 5 & 6 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0115 | EROSION CONTROL KY 1103 SITES 2A & 2B | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0120 | EXCAVATION | 21554EN | CUYD | 318.00 | 318.000 | 406.670 | 406.670 | 15.00 | 6,100.05 | |||
| 0125 | REMOVE AND RESET END TREATMENT | 24096EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| Project | MP06711032101 | Fed/State Project Number | FD51 067 1103 004-014 | Category | 0020 DEMOBILIZATION | |||||||
| 0130 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 4,600.01 | 1,150.00 | 1,150.00 | |
| SUBTOT | $1,150.00 |
$188,422.90 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP06714692101 | Fed/State Project Number | FD51 067 1469 000-003 | Category | 0010 ROADWAY | |||||||
| 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 | |
| 0135 | DGA BASE | 00001 | TON | 112.00 | 112.000 | 120.670 | 120.670 | 37.00 | 4,464.79 | |||
| 0140 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 22.00 | 22.000 | 19.000 | 19.000 | 15.00 | 285.00 | |||
| 0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 775.00 | 775.000 | 837.500 | 837.500 | 33.00 | 27,637.50 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 1,600.00 | 11,200.00 | |||
| 0155 | REMOVE GUARDRAIL END TREATMENT TYPE 7 | 02396 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 450.00 | 450.000 | 104.000 | 104.000 | 10.00 | 1,040.00 | |||
| 0165 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,301.00 | 1,301.000 | 1,230.120 | 1,230.120 | 2.00 | 2,460.24 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC (KY 1469) | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 31,000.00 | 23,250.00 | |||
| 0175 | RAILROAD RAILS-DRILLED | 03234 | LF | 7,857.00 | 7,857.000 | 7,920.000 | 7,920.000 | 21.25 | 168,300.00 | |||
| 0180 | EXCAVATION AND BACKFILL | 03235 | CUYD | 701.00 | 701.000 | 812.099 | 812.099 | 52.50 | 42,635.19 | |||
| 0185 | CRIBBING | 03236 | SQFT | 4,723.00 | 4,723.000 | 4,680.000 | 4,680.000 | 7.50 | 35,100.00 | |||
| 0190 | SITE PREPARATION KY 1469 SITE 1 & 2 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0195 | SITE PREPARATION KY 1469 SITE 3 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0200 | SITE PREPARATION KY 1469 SITES 4 & 5 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0205 | EROSION CONTROL KY 1469 SITE 3 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0210 | EROSION CONTROL KY 1469 SITES 1 & 2 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0215 | EROSION CONTROL KY 1469 SITES 4 & 5 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| Project | MP06714692101 | Fed/State Project Number | FD51 067 1469 000-003 | Category | 0020 DEMOBILIZATION | |||||||
| 0220 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 4,600.00 | 1,150.00 | 1,150.00 | |
| SUBTOT | $1,150.00 |
$516,895.63 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP06720342101 | Fed/State Project Number | FD51 067 2034 000-004 | Category | 0010 ROADWAY | |||||||
| 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 | |
| 0225 | DGA BASE | 00001 | TON | 136.00 | 136.000 | 125.650 | 125.650 | 37.00 | 4,649.05 | |||
| 0230 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 22.00 | 22.000 | 17.000 | 17.000 | 15.00 | 255.00 | |||
| 0235 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 637.50 | 637.500 | 650.000 | 650.000 | 33.00 | 21,450.00 | |||
| 0240 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 1,600.00 | 11,200.00 | |||
| 0245 | TEMPORARY SIGNS | 02562 | SQFT | 750.00 | 750.000 | 88.000 | 88.000 | 10.00 | 880.00 | |||
| 0250 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,605.00 | 1,605.000 | 1,164.470 | 1,164.470 | 2.00 | 2,328.94 | |||
| 0255 | MAINTAIN & CONTROL TRAFFIC (KY 2034) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,000.00 | 31,000.00 | |||
| 0260 | RAILROAD RAILS-DRILLED | 03234 | LF | 9,477.00 | 9,477.000 | 6,860.000 | 6,860.000 | 21.25 | 145,775.00 | |||
| 0265 | EXCAVATION AND BACKFILL | 03235 | CUYD | 859.00 | 859.000 | 810.580 | 810.580 | 52.50 | 42,555.45 | |||
| 0270 | CRIBBING | 03236 | SQFT | 5,856.00 | 5,856.000 | 5,239.000 | 5,239.000 | 7.50 | 39,292.50 | |||
| 0275 | SITE PREPARATION KY 2034 SITE 1 & 2 | 20257NC | LS | 1.00 | 1.000 | 0.500 | 0.500 | 3,250.00 | 1,625.00 | |||
| 0280 | SITE PREPARATION KY 2034 SITE 3 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0285 | SITE PREPARATION KY 2034 SITE 4 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0290 | SITE PREPARATION KY 2034 SITE 5 | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0295 | SITE PREPARATION KY 2034 SITE 6 | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0300 | EROSION CONTROL KY 2034 SITE 3 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0305 | EROSION CONTROL KY 2034 SITE 4 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0310 | EROSION CONTROL KY 2034 SITE 5 | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0315 | EROSION CONTROL KY 2034 SITE 6 | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0320 | EROSION CONTROL KY 2034 SITES 1 & 2 | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 200.00 | 100.00 | |||
| 0325 | REMOVE AND RESET END TREATMENT TYPE 7 | 24096EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 8000 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 225.000 | 142.500 | 142.500 | 99.00 | 14,107.50 | |||
| 8001 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 65.000 | 65.670 | 65.670 | 99.00 | 6,501.33 | |||
| 8002 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 0.00 | 250.000 | 181.670 | 181.670 | 4.00 | 726.68 | |||
| 8003 | EXCAVATION | 21554EN | CUYD | 0.00 | 150.000 | 124.440 | 124.440 | 99.00 | 12,319.56 | |||
| Project | MP06720342101 | Fed/State Project Number | FD51 067 2034 000-004 | Category | 0020 DEMOBILIZATION | |||||||
| 0330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 4,599.99 | 1,149.99 | 1,149.99 | |
| SUBTOT | $1,149.99 |
$863,161.64 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||