|
Report_Id: 231019 Est NO 0001 |
Date:05/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231019 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Stewart, Darren F | ||||||
| Contractor | L-M ASPHALT DBA ATS CONST J/V NALLY & GIBSON GEORGETOWN LLC | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 04/28/2023 TO 05/05/2023 | ||||||
| Date Approved | 05/15/2023 | ||||||
| Primary Proj Number | DE105007523W1 | ||||||
| Project No. | NHPP 0756(108) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | I-75 | ||||||
| Description | ADDRESS PAVEMENT CONDITION OF I-75 FROM MP 125.53 TO MP 134. 39 IN SCOTT COUNTY | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 05/01/2023 | ||||
| Date Contract Executed | 04/28/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/28/2023 | Actual Completion Date | |||||
| Current Contract Amount | $16,222,517.65 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $16,222,517.65 |
Total Earnings | $445,250.83 |
$0.00 |
$445,250.83 |
|
| Percent Complete | 2.74 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $15,777,266.82 |
Gross Earnings | $445,250.83 |
$0.00 |
$445,250.83 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $445,250.83 |
$0.00 |
$445,250.83 |
|||
| Contract Id | 231019 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0001 | Project Number | NHPP 0756(108) | |||||||
| Contractor | L-M ASPHALT DBA ATS CONST J/V NALLY & GIBSON GEORGETOWN LLC | Period | 04/28/2023 TO 05/05/2023 | |||||||
| 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 | 231019 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE105007523W1 | ||||||
| Estimate Nbr | 0001 | Period | 04/28/2023 TO 05/05/2023 | |||||||
| Contractor | L-M ASPHALT DBA ATS CONST J/V NALLY & GIBSON GEORGETOWN LLC | |||||||||
| Project | DE105007523W1 | Fed/State Project Number | NHPP 0756(108) | 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 | DE105007523W1 | Fed/State Project Number | NHPP 0756(108) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 335.00 | 335.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,238.00 | 1,238.000 | 234.190 | 0.000 | 234.190 | 135.65 | 31,767.87 | 31,767.87 | |
| 0025 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 9,990.00 | 9,990.000 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0030 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 6,713.00 | 6,713.000 | 0.000 | 0.000 | 88.50 | 0.00 | |||
| 0035 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 11,191.00 | 11,191.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 4,807.00 | 4,807.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 19,686.00 | 19,686.000 | 0.000 | 0.000 | 99.25 | 0.00 | |||
| 0050 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 33,946.00 | 33,946.000 | 0.000 | 0.000 | 121.00 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 333.00 | 333.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 86,301.00 | 86,301.000 | 59.040 | 0.000 | 59.040 | 25.00 | 1,476.00 | 1,476.00 | |
| 0065 | JOINT ADHESIVE | 20071EC | LF | 404,456.00 | 404,456.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0070 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 4,814,063.00 | 4,814,063.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0075 | GEOCOMPOSITE REINFORCEMENT FOR ASPHALT | 25010EC | SQYD | 30,358.00 | 30,358.000 | 0.000 | 0.000 | 8.10 | 0.00 | |||
| Project | DE105007523W1 | Fed/State Project Number | NHPP 0756(108) | Category | 0002 ROADWAY | |||||||
| 0080 | STANDARD HEADER CURB MOD | 01876 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0090 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 613.00 | 613.000 | 0.000 | 0.000 | 14.31 | 0.00 | |||
| 0095 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 613.00 | 613.000 | 0.000 | 0.000 | 14.31 | 0.00 | |||
| 0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 12,269.00 | 12,269.000 | 0.000 | 0.000 | 2.99 | 0.00 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 45.00 | 45.000 | 0.000 | 0.000 | 111.05 | 0.00 | |||
| 0110 | FLOWABLE FILL | 02220 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0115 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,514.00 | 1,514.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0135 | REMOVE GUARDRAIL | 02381 | LF | 1,564.00 | 1,564.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0140 | TEMPORARY SIGNS | 02562 | SQFT | 3,800.00 | 3,800.000 | 1,334.000 | 0.000 | 1,334.000 | 12.72 | 16,968.48 | 16,968.48 | |
| 0145 | DITCHING AND SHOULDERING | 02575 | LF | 46,770.00 | 46,770.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 575,000.00 | 28,750.00 | 28,750.00 | |
| 0155 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 0.000 | 2.000 | 9,000.00 | 18,000.00 | 18,000.00 | |
| 0160 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,500.00 | 3,500.00 | 3,500.00 | |
| 0165 | SHOULDER RUMBLE STRIPS | 02696 | LF | 133,539.00 | 133,539.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0170 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 50,000.00 | 2,500.00 | 2,500.00 | |
| 0175 | ARROW PANEL | 02775 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0180 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0185 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 12,269.00 | 12,269.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0190 | EROSION CONTROL BLANKET | 05950 | SQYD | 60,000.00 | 60,000.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 841,864.00 | 841,864.000 | 36,477.000 | 0.000 | 36,477.000 | 0.24 | 8,754.48 | 8,754.48 | |
| 0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 160,252.00 | 160,252.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 112,580.00 | 112,580.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0210 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 8,551.00 | 8,551.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0215 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0220 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0225 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0230 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 2,412.00 | 2,412.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0235 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 1,608.00 | 1,608.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 17.00 | 17.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0245 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 2,588.00 | 2,588.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0250 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 247.00 | 247.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0255 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0260 | FUEL ADJUSTMENT | 10020NS | DOLL | 136,256.00 | 136,256.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0265 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 342,235.00 | 342,235.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0275 | REPLACE GRATE | 20366NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,653.97 | 0.00 | |||
| 0280 | SAWCUT PAVEMENT | 20550ND | LF | 108.00 | 108.000 | 0.000 | 0.000 | 10.08 | 0.00 | |||
| 0285 | PAVEMENT REPAIR | 20757ED | SQYD | 483.00 | 483.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0290 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 250.00 | 250.000 | 14.000 | 0.000 | 14.000 | 1.00 | 14.00 | 14.00 | |
| 0295 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 4.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0300 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 4.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0305 | QUEUE WARNING PCMS | 26137EC | MONT | 24.00 | 24.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0310 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 24.00 | 24.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE105007523W1 | Fed/State Project Number | NHPP 0756(108) | Category | 0003 DRAINAGE | |||||||
| 0315 | CULVERT PIPE-15 IN | 00461 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0320 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0325 | REMOVE PIPE | 01310 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0330 | METAL END SECTION TY 2-15 IN | 01380 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,750.00 | 0.00 | |||
| 0335 | RECONSTRUCT INLET | 01720 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0340 | REMOVE PAVED DITCH | 02165 | SQYD | 102.00 | 102.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0345 | CHANNEL LINING CLASS II | 02483 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0350 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 965.00 | 0.00 | |||
| Project | DE105007523W1 | Fed/State Project Number | NHPP 0756(108) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0355 | CONDUIT-1 1/4 IN | 04793 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0360 | CONDUIT-2 IN | 04795 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0365 | TRENCHING AND BACKFILLING | 04820 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0370 | PIEZOELECTRIC SENSOR | 04829 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 2,030.00 | 0.00 | |||
| 0375 | LOOP WIRE | 04830 | LF | 7,950.00 | 7,950.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0380 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0385 | GALVANIZED STEEL CABINET | 20359NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,375.00 | 0.00 | |||
| 0390 | WOOD POST | 20360ES818 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0395 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE105007523W1 | Fed/State Project Number | NHPP 0756(108) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0400 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 667,040.00 | 333,520.00 | 333,520.00 | |
| 0405 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 222,850.00 | 0.00 | |||
| SUBTOT | $445,250.83 |
$445,250.83 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||