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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/13/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 205155 | Estimate Number | 0014 | Estimate Type FINAL | |||
| District Office | COVINGTON (06360) Platt, Michael C. | ||||||
| Contractor | JOHN R JURGENSEN CO | ADDR SN 0 VC Code KY0018648 | |||||
| 11641 MOSTELLER RD | |||||||
| CINCINNATI , OH , 45241 | |||||||
| Pay Period | 01/08/2022 TO 02/16/2023 | ||||||
| Date Approved | 04/28/2024 | ||||||
| Primary Proj Number | BR01922381900 | ||||||
| Project No. | STP BRZ 9030 (152) | ||||||
| Primary County | CAMPBELL | ||||||
| Name of Road | KY 2238 | ||||||
| Description | ADDRESS DEFICIENCIES OF GIBSON RD BRIDGE OVER THREE MILE CRE EK (019B00060N) | ||||||
| Date Let | 02/21/2020 | Formal Acceptance | 04/06/2021 | ||||
| Date Awarded | 02/28/2020 | Date Work Began | 08/06/2020 | ||||
| Date Contract Executed | 04/06/2020 | Open To Traffic | 12/03/2020 | ||||
| Date NTP Issued | 04/06/2020 | Actual Completion Date | 12/03/2020 | ||||
| Current Contract Amount | $1,004,424.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $992,429.13 |
Total Earnings | $933,019.02 |
$928,406.73 |
$4,612.29 |
|
| Percent Complete | 92.89 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $71,405.11 |
Gross Earnings | $933,019.02 |
$928,406.73 |
$4,612.29 |
|
| Total Change Orders | $11,995.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $933,019.02 |
$928,406.73 |
$4,612.29 |
|||
| Contract Id | 205155 | Change Order Summary |
County | CAMPBELL | ||||||
| Estimate Nbr | 0014 | Project Number | STP BRZ 9030 (152) | |||||||
| Contractor | JOHN R JURGENSEN CO | Period | 01/08/2022 TO 02/16/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Guardrail Adjustments | Approved | 03/01/2021 | $11,995.00 | 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 | 205155 | COMMONWEALTH OF KENTUCKY |
County | CAMPBELL | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | BR01922381900 | |||||||
| Estimate Nbr | 0014 | Period | 01/08/2022 TO 02/16/2023 | |||||||
| Contractor | JOHN R JURGENSEN CO | |||||||||
| Project | BR01922381900 | Fed/State Project Number | STP BRZ 9030 (152) | 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 | BR01922381900 | Fed/State Project Number | STP BRZ 9030 (152) | Category | 0001 BRIDGE - 019B00060N | |||||||
| 0005 | DGA BASE | 00001 | TON | 339.00 | 339.000 | 10.480 | 383.590 | 394.070 | 37.39 | 391.84 | 14,734.27 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 85.28 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.50 | 5.500 | 1.500 | 1.500 | 802.71 | 1,204.06 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.180 | 0.180 | 1,104.56 | 198.82 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 117.00 | 117.000 | 0.000 | 0.000 | 120.52 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 257.00 | 257.000 | 3.900 | 319.980 | 323.880 | 93.44 | 364.41 | 30,263.34 | |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 101.00 | 101.000 | 115.390 | 115.390 | 160.13 | 18,477.40 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 6,939.30 | 0.00 | |||
| 0045 | CULVERT PIPE-18 IN | 00462 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 148.75 | 6,247.50 | |||
| 0050 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,716.81 | 1,716.81 | |||
| 0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 10.35 | 103.50 | |||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 207.00 | 207.000 | 207.000 | 207.000 | 17.67 | 3,657.69 | |||
| 0065 | ROADWAY EXCAVATION | 02200 | CUYD | 715.00 | 715.000 | 715.000 | 715.000 | 40.60 | 29,029.00 | |||
| 0070 | GRANULAR EMBANKMENT | 02223 | CUYD | 286.00 | 286.000 | 0.250 | 210.680 | 210.930 | 75.21 | 18.80 | 15,864.04 | |
| 0075 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 200.00 | 200.000 | 250.000 | 250.000 | 24.75 | 6,187.50 | |||
| 0080 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0085 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,475.00 | 4,425.00 | |||
| 0090 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 47.25 | 1,417.50 | |||
| 0095 | CHANNEL LINING CLASS III | 02484 | TON | 739.00 | 739.000 | 478.890 | 478.890 | 56.52 | 27,066.86 | |||
| 0100 | CLEARING AND GRUBBING less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,987.73 | 5,987.73 | |||
| 0105 | EDGE KEY | 02585 | LF | 54.00 | 54.000 | 86.000 | 86.000 | 5.55 | 477.30 | |||
| 0110 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 191.00 | 191.000 | 251.670 | 251.670 | 4.53 | 1,140.06 | |||
| 0115 | RETAINING WALL-GABION | 02610 | CUYD | 96.00 | 96.000 | 96.000 | 96.000 | 371.03 | 35,618.88 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,934.60 | 12,934.60 | |||
| 0125 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,411.27 | 11,411.27 | |||
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,600.00 | 11,200.00 | |||
| 0135 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,479.53 | 6,479.53 | |||
| 0140 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,866.03 | 39,866.03 | |||
| 0145 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 59.72 | 3,344.32 | |||
| 0150 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 1,800.00 | 1,800.000 | 773.000 | 773.000 | 3.30 | 2,550.90 | |||
| 0155 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 202.00 | 202.000 | 2.000 | 341.200 | 343.200 | 21.47 | 42.94 | 7,368.50 | |
| 0160 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 141.20 | 141.200 | 0.000 | 0.000 | 117.25 | 0.00 | |||
| 0165 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 74,182.66 | 74,182.66 | |||
| 0170 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 181.00 | 181.000 | -1.730 | 115.940 | 114.210 | 50.58 | -87.50 | 5,776.74 | |
| 0175 | CONCRETE-CLASS A | 08100 | CUYD | 289.30 | 289.300 | 289.300 | 289.300 | 738.13 | 213,541.00 | |||
| 0180 | CONCRETE-CLASS AA | 08104 | CUYD | 21.20 | 21.200 | 21.200 | 21.200 | 2,252.20 | 47,746.64 | |||
| 0185 | STEEL REINFORCEMENT | 08150 | LB | 30,860.00 | 30,860.000 | 6.000 | 30,782.000 | 30,788.000 | 1.13 | 6.78 | 34,790.44 | |
| 0190 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,780.00 | 2,780.000 | 2,907.000 | 2,907.000 | 1.28 | 3,720.96 | |||
| 0195 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 312.00 | 312.000 | 312.000 | 312.000 | 313.05 | 97,671.60 | |||
| 0200 | W ENCASEMENT CONCRETE | 14005 | LF | 69.00 | 69.000 | 53.000 | 53.000 | 80.07 | 4,243.71 | |||
| 0205 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 230.00 | 230.000 | 199.000 | 199.000 | 118.50 | 23,581.50 | |||
| 0210 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 235.00 | 235.000 | 172.000 | 172.000 | 175.66 | 30,213.52 | |||
| 0215 | W VALVE 12 INCH | 14108 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,555.84 | 10,667.52 | |||
| 0220 | W VALVE SPECIAL | 14124 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,555.26 | 3,555.26 | |||
| 0225 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 0230 | SAW CUT | 20430ED | LF | 83.00 | 83.000 | 83.000 | 83.000 | 3.00 | 249.00 | |||
| 0235 | LONGITUDINAL EDGE KEY | 21289ED | LF | 282.00 | 282.000 | 0.000 | 0.000 | 19.31 | 0.00 | |||
| 0240 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,958.42 | 1,958.42 | |||
| 0245 | CONCRETE SEALING | 23378EC | SQFT | 1,292.00 | 1,292.000 | 1,292.000 | 1,292.000 | 1.33 | 1,718.36 | |||
| 0250 | CONCRETE COATING approximately 4330 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,034.19 | 1,034.19 | |||
| 0255 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 94.00 | 94.000 | 100.000 | 100.000 | 107.00 | 10,700.00 | |||
| 8000 | REMOVE GUARDRAIL END TREATMENT TYPE 7 | 02396 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 105.00 | 105.00 | |||
| 8001 | REMOVE GUARDRAIL END TREATMENT TYPE 1 | 02396 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 157.50 | 157.50 | |||
| 8002 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 25.000 | 25.000 | 25.000 | 2.10 | 52.50 | |||
| 8003 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 37.500 | 37.500 | 37.500 | 8.92 | 334.50 | |||
| 8004 | LANE CLOSURE GUARDRAIL CHANGE | 02653 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 8005 | GUARDRAIL-STEEL W BEAM-S FACE MODIFIED | 02351 | LF | 0.00 | 212.500 | 212.500 | 212.500 | 50.92 | 10,820.50 | |||
| Project | BR01922381900 | Fed/State Project Number | STP BRZ 9030 (152) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0260 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0265 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 15,500.00 | 3,875.00 | 15,500.00 | |
| SUBTOT | $4,612.28 |
$933,018.97 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0195-1-0I |
BOX BEAM, CB | LF |
312.00 | 0001 | $156.580000 | $48,852.96 | ||||||
0195-1-0A |
BOX BEAM, CB | LF |
312.00 | 0006 | $156.580000 | $-48,852.96 | ||||||
| SUBTOT | $0.00 |
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