|
Report_Id: 231029 Est NO 0014 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231029 | Estimate Number | 0014 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Griggs, Anthony D. | ||||||
| Contractor | JOHN R JURGENSEN CO | ADDR SN 0 VC Code KY0018648 | |||||
| 11641 MOSTELLER RD | |||||||
| CINCINNATI , OH , 45241 | |||||||
| Pay Period | 05/18/2024 TO 05/31/2024 | ||||||
| Date Approved | 06/09/2024 | ||||||
| Primary Proj Number | DE00802752313 | ||||||
| Project No. | NHPP 2759 (139) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | I-275 | ||||||
| Description | ADDRESS CONDITION OF I-275 IN BOONE COUNTY FROM MP 1.582 TO MP 7.25 | ||||||
| Date Let | 06/22/2023 | Formal Acceptance | |||||
| Date Awarded | 06/30/2023 | Date Work Began | 08/27/2023 | ||||
| Date Contract Executed | 07/24/2023 | Open To Traffic | |||||
| Date NTP Issued | 07/24/2023 | Actual Completion Date | |||||
| Current Contract Amount | $16,384,888.25 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $16,384,888.25 |
Total Earnings | $12,712,649.87 |
$11,711,093.85 |
$1,001,556.02 |
|
| Percent Complete | 80.55 |
Stockpiled Materials | $485,794.91 |
$938,787.82 |
$-452,992.91 |
|
| Funds Available | $3,186,443.47 |
Gross Earnings | $13,198,444.78 |
$12,649,881.67 |
$548,563.11 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,198,444.78 |
$12,649,881.67 |
$548,563.11 |
|||
| Contract Id | 231029 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0014 | Project Number | NHPP 2759 (139) | |||||||
| Contractor | JOHN R JURGENSEN CO | Period | 05/18/2024 TO 05/31/2024 | |||||||
| 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 | 231029 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | JPCD JPC PAVEMENT REPAIRS - DIAMOND GRINDING | TRANSPORTATION CABINET |
Primary Project Number | DE00802752313 | ||||||
| Estimate Nbr | 0014 | Period | 05/18/2024 TO 05/31/2024 | |||||||
| Contractor | JOHN R JURGENSEN CO | |||||||||
| Project | DE00802752313 | Fed/State Project Number | NHPP 2759 (139) | 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 | DE00802752313 | Fed/State Project Number | NHPP 2759 (139) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 4,604.00 | 4,604.000 | 453.370 | 453.370 | 87.30 | 39,579.20 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 100.00 | 100.000 | 87.160 | 87.160 | 219.47 | 19,129.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 851.00 | 851.000 | 282.550 | 282.550 | 170.70 | 48,231.28 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 102.00 | 102.000 | 0.000 | 0.000 | 1,353.16 | 0.00 | |||
| 0025 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 118.00 | 118.000 | 100.140 | 100.140 | 296.47 | 29,688.50 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 704.00 | 704.000 | 707.690 | 707.690 | 159.95 | 113,195.01 | |||
| 0035 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 5,980.00 | 5,980.000 | 6,111.340 | 6,111.340 | 247.65 | 1,513,473.35 | |||
| 0040 | REMOVE PCC PAVEMENT | 02058 | SQYD | 5,573.00 | 5,573.000 | 5,101.430 | 5,101.430 | 80.05 | 408,369.47 | |||
| 0045 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 300,901.00 | 300,901.000 | 294,241.000 | 294,241.000 | 3.20 | 941,571.20 | |||
| 0050 | JPC PAVEMENT-10 IN | 02069 | SQYD | 34.00 | 34.000 | 2,975.320 | 2,975.320 | 235.17 | 699,706.00 | |||
| 0055 | JPC PAVEMENT-12 IN | 02070 | SQYD | 19.00 | 19.000 | 15.000 | 15.000 | 272.49 | 4,087.35 | |||
| 0060 | JPC PAVEMENT-9 IN | 02073 | SQYD | 5,520.00 | 5,520.000 | 2,111.110 | 2,111.110 | 230.12 | 485,808.63 | |||
| 0065 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,226.20 | 9,226.20 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 6,803.00 | 6,803.000 | 6,444.480 | 6,444.480 | 47.91 | 308,755.03 | |||
| 0075 | JOINT ADHESIVE | 20071EC | LF | 69,016.00 | 69,016.000 | 25,237.000 | 25,237.000 | 1.19 | 30,032.03 | |||
| 0080 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 1,963.00 | 1,963.000 | 1,963.000 | 0.000 | 1,963.000 | 35.80 | 70,275.40 | 70,275.40 | |
| 0085 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 29.00 | 29.000 | 29.920 | 29.920 | 1.00 | 29.92 | |||
| 0090 | PARTIAL DEPTH PATCHING-POLYMER MOD | 24997EC | CUFT | 1,466.00 | 1,466.000 | 1,390.220 | 1,390.220 | 350.00 | 486,577.00 | |||
| 0095 | GEOCOMPOSITE REINFORCEMENT FOR ASPHALT | 25010EC | SQYD | 4,264.00 | 4,264.000 | 4,160.000 | 4,160.000 | 12.56 | 52,249.60 | |||
| 8001 | GEOTEXTILE BOND BREAKER INTERLAYER | 25050ED | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| Project | DE00802752313 | Fed/State Project Number | NHPP 2759 (139) | Category | 0002 ROADWAY | |||||||
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 486.00 | 486.000 | 266.000 | 266.000 | 13.29 | 3,535.14 | |||
| 0105 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 10.00 | 10.000 | 47.000 | 47.000 | 13.29 | 624.63 | |||
| 0110 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 198,434.00 | 198,434.000 | 39,215.000 | 153,130.000 | 192,345.000 | 2.77 | 108,625.55 | 532,795.65 | |
| 0115 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 248,043.00 | 248,043.000 | 50,291.000 | 172,407.000 | 222,698.000 | 2.77 | 139,306.07 | 616,873.46 | |
| 0120 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 274.500 | 274.500 | 57.19 | 15,698.65 | |||
| 0125 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 79.06 | 0.00 | |||
| 0130 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,209.38 | 6,418.76 | |||
| 0135 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 11,200.00 | 22,400.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 31.00 | 31.000 | 21.000 | 21.000 | 3,732.49 | 78,382.29 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 33.00 | 33.000 | 27.000 | 27.000 | 1,205.46 | 32,547.42 | |||
| 0150 | REMOVE GUARDRAIL | 02381 | LF | 26,125.00 | 26,125.000 | 20,471.500 | 20,471.500 | 3.00 | 61,414.50 | |||
| 0155 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,018.64 | 2,037.28 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,807.22 | 3,807.22 | |||
| 0165 | CHANNEL LINING CLASS II | 02483 | TON | 64.00 | 64.000 | 22.460 | 22.460 | 170.14 | 3,821.34 | |||
| 0170 | CHANNEL LINING CLASS III | 02484 | TON | 546.00 | 546.000 | 235.130 | 235.130 | 211.44 | 49,715.88 | |||
| 0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.730 | 0.730 | 3,346,196.88 | 2,442,723.72 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 1,050.00 | 5,250.00 | |||
| 0185 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0190 | CRASH CUSHION TYPE IX | 02929 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 11,500.00 | 115,000.00 | |||
| 0195 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 760.00 | 760.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0200 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 321.00 | 321.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 21,521.00 | 21,521.000 | 520.000 | 520.000 | 1.25 | 650.00 | |||
| 0210 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 17,834.00 | 17,834.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0215 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 2,405.00 | 2,405.000 | 1,189.000 | 0.000 | 1,189.000 | 2.50 | 2,972.50 | 2,972.50 | |
| 0220 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 86,553.00 | 86,553.000 | 41,534.000 | 0.000 | 41,534.000 | 8.25 | 342,655.50 | 342,655.50 | |
| 0225 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 60,104.00 | 60,104.000 | 30,070.000 | 0.000 | 30,070.000 | 8.25 | 248,077.50 | 248,077.50 | |
| 0230 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 4,360.00 | 4,360.000 | 1,685.000 | 0.000 | 1,685.000 | 16.50 | 27,802.50 | 27,802.50 | |
| 0235 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 165.00 | 165.000 | 158.000 | 158.000 | 12.00 | 1,896.00 | |||
| 0240 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 21.000 | 21.000 | 120.00 | 2,520.00 | |||
| 0245 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 300.00 | 1,500.00 | |||
| 0250 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,685.00 | 1,685.000 | 1,631.000 | 1,631.000 | 95.00 | 154,945.00 | |||
| 0255 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 1,685.00 | 1,685.000 | 672.000 | 0.000 | 672.000 | 33.00 | 22,176.00 | 22,176.00 | |
| 0260 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 225.00 | 225.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0265 | FUEL ADJUSTMENT | 10020NS | DOLL | 10,130.00 | 10,130.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 16,387.00 | 16,387.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0275 | OBJECT MARKER TY 3 | 20191ED | EACH | 32.00 | 32.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 0280 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 40,639.00 | 40,639.000 | 38,227.000 | 38,227.000 | 0.18 | 6,880.86 | |||
| 0285 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 1,000.00 | 1,000.000 | 1,744.450 | 1,744.450 | 162.64 | 283,717.34 | |||
| 0290 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 33.87 | 406.44 | |||
| 0295 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 5,643.00 | 5,643.000 | 1,038.000 | 1,038.000 | 2.00 | 2,076.00 | |||
| 0300 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 24,250.00 | 24,250.000 | 17,742.500 | 17,742.500 | 33.87 | 600,938.47 | |||
| 0305 | CONCRETE WEDGE CURB | 22883EN | LF | 6,267.00 | 6,267.000 | 1,645.000 | 1,645.000 | 73.83 | 121,450.35 | |||
| 0310 | SAW AND SEAL ASPHALT JOINT | 23845EC | LF | 22,204.00 | 22,204.000 | 13,651.000 | 13,651.000 | 2.00 | 27,302.00 | |||
| 0315 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 484.98 | 5,819.76 | |||
| 0320 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 3,724.00 | 3,724.000 | 2,176.000 | 72.000 | 2,248.000 | 4.50 | 9,792.00 | 10,116.00 | |
| 0325 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 729,036.00 | 729,036.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 0330 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 300.00 | 300.000 | 16.000 | 16.000 | 133.97 | 2,143.52 | |||
| 0335 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 6.00 | 6.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0340 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 6.00 | 6.000 | 0.500 | 6.000 | 6.500 | 1,200.00 | 600.00 | 7,800.00 | |
| 0345 | QUEUE WARNING PCMS | 26137EC | MONT | 36.00 | 36.000 | 3.000 | 43.500 | 46.500 | 900.00 | 2,700.00 | 41,850.00 | |
| 0350 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 36.00 | 36.000 | 3.000 | 43.500 | 46.500 | 425.00 | 1,275.00 | 19,762.50 | |
| 8002 | REMOVE CURB | 01904 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 10.02 | 0.00 | |||
| 8003 | REMOVE INTEGRAL CURB | 01902 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 23.10 | 0.00 | |||
| 8004 | PAVE MARK TY 1 TAPE DOTTED LANE EXT | 23254ES717 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 15.53 | 0.00 | |||
| Project | DE00802752313 | Fed/State Project Number | NHPP 2759 (139) | Category | 0003 DRAINAGE | |||||||
| 0355 | STORM SEWER PIPE-18 IN | 00522 | LF | 135.00 | 135.000 | 135.000 | 135.000 | 198.00 | 26,730.00 | |||
| 0360 | STORM SEWER PIPE-42 IN | 00529 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 800.00 | 6,400.00 | |||
| 0365 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0370 | JUNCTION BOX-42 IN | 01646 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0375 | REMOVE PAVED DITCH | 02165 | SQYD | 138.00 | 138.000 | 34.000 | 34.000 | 215.57 | 7,329.38 | |||
| 0380 | FLOWABLE FILL | 02220 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 909.83 | 0.00 | |||
| 0385 | DITCHING AND SHOULDERING | 02575 | LF | 29,927.00 | 29,927.000 | 29,927.000 | 29,927.000 | 20.63 | 617,394.01 | |||
| 0390 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 500.00 | 500.000 | 4,121.800 | 4,121.800 | 4.22 | 17,393.99 | |||
| 0395 | EROSION CONTROL BLANKET | 05950 | SQYD | 13,301.00 | 13,301.000 | 7,284.450 | 7,284.450 | 1.68 | 12,237.87 | |||
| 0400 | REPLACE GRATE | 20366NN | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,139.44 | 6,278.88 | |||
| 0405 | RESET GRATE | 23970NC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 537.27 | 537.27 | |||
| Project | DE00802752313 | Fed/State Project Number | NHPP 2759 (139) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0410 | CONDUIT-1 1/4 IN | 04793 | LF | 320.00 | 320.000 | 63.000 | 0.000 | 63.000 | 10.00 | 630.00 | 630.00 | |
| 0415 | CONDUIT-2 IN | 04795 | LF | 100.00 | 100.000 | 8.000 | 0.000 | 8.000 | 12.00 | 96.00 | 96.00 | |
| 0420 | TRENCHING AND BACKFILLING | 04820 | LF | 380.00 | 380.000 | 64.000 | 0.000 | 64.000 | 6.00 | 384.00 | 384.00 | |
| 0425 | PIEZOELECTRIC SENSOR | 04829 | EACH | 22.00 | 22.000 | 9.000 | 10.000 | 19.000 | 1,950.00 | 17,550.00 | 37,050.00 | |
| 0430 | LOOP WIRE | 04830 | LF | 10,100.00 | 10,100.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0435 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,080.00 | 2,080.000 | 224.000 | 976.000 | 1,200.000 | 12.00 | 2,688.00 | 14,400.00 | |
| 0440 | GALVANIZED STEEL CABINET | 20359NN | EACH | 8.00 | 8.000 | 1.000 | 0.000 | 1.000 | 650.00 | 650.00 | 650.00 | |
| 0445 | WOOD POST | 20360ES818 | EACH | 16.00 | 16.000 | 2.000 | 0.000 | 2.000 | 150.00 | 300.00 | 300.00 | |
| 0450 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 2.000 | 0.000 | 2.000 | 1,500.00 | 3,000.00 | 3,000.00 | |
| Project | DE00802752313 | Fed/State Project Number | NHPP 2759 (139) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0455 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 763,300.00 | 763,300.00 | |||
| 0460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 236,500.00 | 0.00 | |||
| SUBTOT | $1,001,556.02 |
$12,712,649.83 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0220-1-0I |
PERMANENT TAPE | LF |
86,553.00 | 0001 | $6.042000 | $522,953.22 | ||||||
0225-1-0I |
PERMANENT TAPE | LF |
60,104.00 | 0001 | $6.042000 | $363,148.36 | ||||||
0230-1-0I |
PERMANENT TAPE | LF |
4,360.00 | 0001 | $12.084000 | $52,686.24 | ||||||
0220-1-0A |
PERMANENT TAPE | LF |
41,534.00 | 0014 | $6.042000 | -250,948.43 | $-250,948.43 | |||||
0225-1-0A |
PERMANENT TAPE | LF |
30,070.00 | 0014 | $6.042000 | -181,682.94 | $-181,682.94 | |||||
0230-1-0A |
PERMANENT TAPE | LF |
1,685.00 | 0014 | $12.084000 | -20,361.54 | $-20,361.54 | |||||
| SUBTOT | $485,794.91 |
|||||||||||