|
Report_Id: 231021 Est NO 0009 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231021 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Murphy, Logan W. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 05/30/2024 TO 12/30/2024 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE02500642321 | ||||||
| Project No. | NHPP 0645(085) | ||||||
| Primary County | CLARK | ||||||
| Name of Road | I-64 | ||||||
| Description | ADDRESS CONDITION OF I-64 FROM MP 94.851 TO MP 101.7 IN CLAR K COUNTY | ||||||
| Date Let | 04/27/2023 | Formal Acceptance | 05/20/2024 | ||||
| Date Awarded | 05/09/2023 | Date Work Began | 08/15/2023 | ||||
| Date Contract Executed | 05/19/2023 | Open To Traffic | |||||
| Date NTP Issued | 05/19/2023 | Actual Completion Date | 11/01/2023 | ||||
| Current Contract Amount | $8,532,214.10 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,458,114.10 |
Total Earnings | $7,911,056.52 |
$7,851,974.31 |
$59,082.21 |
|
| Percent Complete | 92.72 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $621,157.58 |
Gross Earnings | $7,911,056.52 |
$7,851,974.31 |
$59,082.21 |
|
| Total Change Orders | $74,100.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,911,056.52 |
$7,851,974.31 |
$59,082.21 |
|||
| Contract Id | 231021 | Change Order Summary |
County | CLARK | ||||||
| Estimate Nbr | 0009 | Project Number | NHPP 0645(085) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 05/30/2024 TO 12/30/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Law Enforcement Officer | Approved | 10/10/2023 | $40,950.00 | 2.0 | |||||
| 002 | Radar Detection for Traffic Signals | Approved | 11/27/2023 | $17,850.00 | 1.0 | |||||
| 003 | Modify Existing Culvert at Mountain Parkway Ramp | Approved | 02/28/2024 | $3,960.00 | 1.0 | |||||
| 004 | Thermoplastic Markings | Approved | 04/30/2024 | $11,340.00 | 1.0 | |||||
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 | 231021 | COMMONWEALTH OF KENTUCKY |
County | CLARK | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE02500642321 | ||||||
| Estimate Nbr | 0009 | Period | 05/30/2024 TO 12/30/2024 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE02500642321 | Fed/State Project Number | NHPP 0645(085) | 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 | DE02500642321 | Fed/State Project Number | NHPP 0645(085) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 2,509.00 | 2,509.000 | 1,141.380 | 1,141.380 | 43.50 | 49,650.03 | |||
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 686.00 | 686.000 | 0.000 | 0.000 | 90.50 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 67.00 | 67.000 | 107.580 | 107.580 | 425.00 | 45,721.50 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 11.00 | 11.000 | 12.860 | 12.860 | 1,095.00 | 14,081.70 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,448.00 | 1,448.000 | 877.720 | 877.720 | 135.00 | 118,492.20 | |||
| 0030 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 1,265.00 | 1,265.000 | 1,280.080 | 1,280.080 | 110.00 | 140,808.80 | |||
| 0035 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 596.00 | 596.000 | 777.960 | 777.960 | 121.00 | 94,133.16 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 3,230.00 | 3,230.000 | 5,213.810 | 5,213.810 | 147.80 | 770,601.11 | |||
| 0045 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 31,047.00 | 31,047.000 | 26,626.550 | 26,626.550 | 133.25 | 3,547,987.78 | |||
| 0050 | EDGE KEY | 02585 | LF | 1,063.00 | 1,063.000 | 1,149.600 | 1,149.600 | 22.50 | 25,866.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 28,492.00 | 28,492.000 | 36,609.030 | 36,609.030 | 22.25 | 814,550.91 | |||
| 0060 | JOINT ADHESIVE | 20071EC | LF | 236,600.00 | 236,600.000 | 181,420.000 | 181,420.000 | 0.46 | 83,453.20 | |||
| 0065 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 2,997,582.00 | 2,997,582.000 | 2,872,445.000 | 2,872,445.000 | 0.02 | 57,448.90 | |||
| 0070 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 131.00 | 131.000 | 96.490 | 96.490 | 708.50 | 68,363.16 | |||
| Project | DE02500642321 | Fed/State Project Number | NHPP 0645(085) | Category | 0002 ROADWAY | |||||||
| 0075 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 94.00 | 94.000 | 48.880 | 48.880 | 55.00 | 2,688.40 | |||
| 0080 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,900.00 | 9,900.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 313.00 | 313.000 | 79.000 | 79.000 | 21.00 | 1,659.00 | |||
| 0090 | ROADWAY EXCAVATION | 02200 | CUYD | 2,934.00 | 2,934.000 | 2,934.000 | 2,934.000 | 28.25 | 82,885.50 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,932.00 | 2,932.000 | 3,297.000 | 3,297.000 | 29.93 | 98,679.21 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 4,725.00 | 85,050.00 | |||
| 0105 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,312.50 | 6,562.50 | |||
| 0110 | REMOVE GUARDRAIL | 02381 | LF | 3,483.00 | 3,483.000 | 4,325.000 | 4,325.000 | 4.20 | 18,165.00 | |||
| 0115 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 472.50 | 6,142.50 | |||
| 0120 | CHANNEL LINING CLASS II | 02483 | TON | 24.00 | 24.000 | 25.450 | 25.450 | 75.00 | 1,908.75 | |||
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 2,750.00 | 2,750.000 | 1,168.140 | 1,168.140 | 12.00 | 14,017.68 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 395,000.00 | 395,000.00 | |||
| 0135 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 6,175.00 | 30,875.00 | |||
| 0140 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0145 | SHOULDER RUMBLE STRIPS | 02696 | LF | 163,122.00 | 163,122.000 | 185,193.000 | 185,193.000 | 0.19 | 35,186.67 | |||
| 0150 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,750.00 | 8,750.00 | |||
| 0155 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,750.00 | 5,250.00 | |||
| 0160 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 306,054.00 | 306,054.000 | 203,473.000 | 203,473.000 | 0.32 | 65,111.36 | |||
| 0165 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 112,848.00 | 112,848.000 | 141.000 | 111,799.000 | 111,940.000 | 1.21 | 170.61 | 135,447.40 | |
| 0170 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 82,085.00 | 82,085.000 | 79,188.000 | 79,188.000 | 1.21 | 95,817.48 | |||
| 0175 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 4,363.00 | 4,363.000 | 4,018.000 | 4,018.000 | 2.42 | 9,723.56 | |||
| 0180 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,500.00 | 2,500.000 | 1,819.000 | 1,819.000 | 3.15 | 5,729.85 | |||
| 0185 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 9,520.000 | 9,520.000 | 3.68 | 35,033.60 | |||
| 0190 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 6,210.000 | 6,210.000 | 3.68 | 22,852.80 | |||
| 0195 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 91.00 | 91.000 | 41.000 | 94.000 | 135.000 | 12.60 | 516.60 | 1,701.00 | |
| 0200 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 32.00 | 32.000 | 34.000 | 34.000 | 136.50 | 4,641.00 | |||
| 0205 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 315.00 | 1,890.00 | |||
| 0210 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 1,639.00 | 1,639.000 | 1,635.000 | 1,635.000 | 25.20 | 41,202.00 | |||
| 0215 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 124.00 | 124.000 | 101.000 | 101.000 | 25.20 | 2,545.20 | |||
| 0220 | FUEL ADJUSTMENT | 10020NS | DOLL | 58,504.00 | 58,504.000 | 10,782.310 | 10,782.310 | 1.00 | 10,782.31 | |||
| 0225 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 146,946.00 | 146,946.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | OBJECT MARKER TY 3 | 20191ED | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 105.00 | 1,890.00 | |||
| 0235 | REPLACE GRATE | 20366NN | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 0240 | PAVEMENT REPAIR | 20757ED | SQYD | 99.00 | 99.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0245 | PAVEMENT REPAIR LONGITUDINAL JOINT REPAIR | 20757ED | SQYD | 1,825.00 | 1,825.000 | 2,156.300 | 2,156.300 | 68.50 | 147,706.55 | |||
| 0250 | CONCRETE WEDGE CURB | 22883EN | LF | 942.00 | 942.000 | 950.000 | 950.000 | 19.50 | 18,525.00 | |||
| 0255 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 240.00 | 240.000 | 26.000 | 26.000 | 105.00 | 2,730.00 | |||
| 0260 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 6.00 | 6.000 | 2.500 | 2.500 | 8,240.00 | 20,600.00 | |||
| 0265 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 6.00 | 6.000 | 2.500 | 2.500 | 3,005.00 | 7,512.50 | |||
| 0270 | QUEUE WARNING PCMS | 26137EC | MONT | 36.00 | 36.000 | 20.000 | 20.000 | 780.00 | 15,600.00 | |||
| 0275 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 36.00 | 36.000 | 27.500 | 27.500 | 475.00 | 13,062.50 | |||
| 8001 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 0.00 | 600.000 | 805.000 | 805.000 | 68.25 | 54,941.25 | |||
| 8004 | HEADWALL MODIFY EXISTING | 24575ES610 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 3,960.00 | 0.00 | |||
| 8005 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 0.00 | 1,200.000 | 1,169.000 | 1,169.000 | 8.40 | 9,819.60 | |||
| 8006 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 315.00 | 1,260.00 | |||
| Project | DE02500642321 | Fed/State Project Number | NHPP 0645(085) | Category | 0003 TRAFFIC LOOPS | |||||||
| 0280 | CONDUIT-1 1/4 IN | 04793 | LF | 160.00 | 160.000 | 150.000 | 150.000 | 15.96 | 2,394.00 | |||
| 0285 | CONDUIT-2 IN | 04795 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 20.63 | 825.20 | |||
| 0290 | TRENCHING AND BACKFILLING | 04820 | LF | 180.00 | 180.000 | 170.000 | 170.000 | 8.93 | 1,518.10 | |||
| 0295 | PIEZOELECTRIC SENSOR | 04829 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 2,231.25 | 35,700.00 | |||
| 0300 | LOOP WIRE | 04830 | LF | 5,300.00 | 5,300.000 | 5,480.000 | 5,480.000 | 1.05 | 5,754.00 | |||
| 0305 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,270.00 | 1,270.000 | 1,108.000 | 1,108.000 | 18.38 | 20,365.04 | |||
| 0310 | GALVANIZED STEEL CABINET | 20359NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,155.00 | 4,620.00 | |||
| 0315 | WOOD POST | 20360ES818 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 614.25 | 4,914.00 | |||
| 0320 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,680.00 | 6,720.00 | |||
| 8002 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 2,100.00 | 12,600.00 | |||
| 8003 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,625.00 | 5,250.00 | |||
| Project | DE02500642321 | Fed/State Project Number | NHPP 0645(085) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0325 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 350,000.00 | 350,000.00 | |||
| 0330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 116,790.00 | 58,395.00 | 87,592.50 | |
| SUBTOT | $59,082.21 |
$7,911,056.48 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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