|
Report_Id: 227007 Est NO 0004 |
Date:04/03/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 227007 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Stamper, Darren B. | ||||||
| Contractor | JAVE LLC | ADDR SN 0 VC Code KY0036206 | |||||
| LEXINGTON , KY , 40502 | |||||||
| Pay Period | 02/25/2023 TO 03/10/2023 | ||||||
| Date Approved | 03/20/2023 | ||||||
| Primary Proj Number | MB09704632201 | ||||||
| Project No. | FD51 097 0463 B00059N, FD51 097 2203 C00057N | ||||||
| Primary County | PERRY | ||||||
| Name of Road | JACK HOSKINS LANE (CR 2203) & DELPHIA ROAD (KY 463) | ||||||
| Description | CULVERT 097B00059N OVER LEATHERWOOD CREEK AT MP 04.55 | ||||||
| Date Let | 10/20/2022 | Formal Acceptance | |||||
| Date Awarded | 11/01/2022 | Date Work Began | 01/23/2023 | ||||
| Date Contract Executed | 11/09/2022 | Open To Traffic | |||||
| Date NTP Issued | 11/09/2022 | Actual Completion Date | |||||
| Current Contract Amount | $530,681.26 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $530,681.26 |
Total Earnings | $354,684.81 |
$253,098.00 |
$101,586.81 |
|
| Percent Complete | 66.84 |
Stockpiled Materials | $0.00 |
$18,462.00 |
$-18,462.00 |
|
| Funds Available | $175,996.45 |
Gross Earnings | $354,684.81 |
$271,560.00 |
$83,124.81 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $354,684.81 |
$271,560.00 |
$83,124.81 |
|||
| Contract Id | 227007 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0004 | Project Number | FD51 097 0463 B00059N, FD51 097 2203 C00057N | |||||||
| Contractor | JAVE LLC | Period | 02/25/2023 TO 03/10/2023 | |||||||
| 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 | 227007 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB09704632201 | ||||||
| Estimate Nbr | 0004 | Period | 02/25/2023 TO 03/10/2023 | |||||||
| Contractor | JAVE LLC | |||||||||
| Project | MB09704632201 | Fed/State Project Number | FD51 097 0463 B00059N | Category | 0007 BRIDGES 097B00059N | |||||||
| 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 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 6,262.50 | 4,696.87 | |||
| 0010 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4.30 | 4.300 | 4.300 | 4.300 | 480.00 | 2,064.00 | |||
| 0015 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 20,125.00 | 10,062.50 | 20,125.00 | |
| 0020 | CONCRETE-CLASS A | 08100 | CUYD | 14.00 | 14.000 | 8.000 | 6.000 | 14.000 | 2,328.75 | 18,630.00 | 32,602.50 | |
| 0025 | STEEL REINFORCEMENT | 08150 | LB | 1,337.00 | 1,337.000 | 623.000 | 465.178 | 1,088.178 | 11.04 | 6,877.92 | 12,013.48 | |
| Project | MB09704632201 | Fed/State Project Number | FD51 097 0463 B00059N | Category | 0008 DEMOBILIZATION | |||||||
| 0030 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,921.29 | 0.00 | |||
| SUBTOT | $35,570.42 |
$71,501.86 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB09722032203 | Fed/State Project Number | FD51 097 2203 C00057N | Category | 0001 PAVING - 097C00057N | |||||||
| 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 | |
| 0035 | DGA BASE | 00001 | TON | 188.00 | 188.000 | 25.840 | 204.150 | 229.990 | 76.88 | 1,986.57 | 17,681.63 | |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.94 | 0.940 | 0.000 | 0.000 | 4,843.13 | 0.00 | |||
| 0045 | ASPHALT SEAL COAT | 00103 | TON | 0.11 | 0.110 | 0.000 | 0.000 | 10,643.60 | 0.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,226.93 | 0.00 | |||
| 0055 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 348.50 | 0.00 | |||
| 0060 | ASPHALT PRIME COAT | 00296 | TON | 0.07 | 0.070 | 0.000 | 0.000 | 11,157.13 | 0.00 | |||
| 0065 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 630.89 | 0.00 | |||
| 0070 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.12 | 0.120 | 0.000 | 0.000 | 750.30 | 0.00 | |||
| Project | MB09722032203 | Fed/State Project Number | FD51 097 2203 C00057N | Category | 0002 ROADWAY - 097C00057N | |||||||
| 0075 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.63 | 0.00 | |||
| 0080 | ROADWAY EXCAVATION | 02200 | CUYD | 92.00 | 92.000 | 0.000 | 0.000 | 41.25 | 0.00 | |||
| 0085 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 153.75 | 0.00 | |||
| 0090 | EDGE KEY | 02585 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0095 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,975.00 | 16,975.00 | |||
| 0100 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 5.13 | 0.00 | |||
| 0105 | LONGITUDINAL EDGE KEY | 21289ED | LF | 95.00 | 95.000 | 0.000 | 0.000 | 87.13 | 0.00 | |||
| Project | MB09722032203 | Fed/State Project Number | FD51 097 2203 C00057N | Category | 0003 DRAINAGE - 097C00057N | |||||||
| 0110 | TEMP DITCH | 02159 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0115 | CLEAN TEMP DITCH | 02160 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | CHANNEL LINING CLASS III | 02484 | TON | 140.00 | 140.000 | 100.760 | 0.000 | 100.760 | 120.00 | 12,091.20 | 12,091.20 | |
| 0125 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 142.00 | 142.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 12.50 | 750.00 | |||
| 0135 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0155 | CLEAN PIPE STRUCTURE | 03262 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 84.00 | 84.000 | 0.000 | 0.000 | 35.88 | 0.00 | |||
| 0165 | TEMP MULCH | 05952 | SQYD | 1,122.00 | 1,122.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0170 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 837.00 | 837.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0175 | INITIAL FERTILIZER | 05963 | TON | 0.05 | 0.050 | 0.000 | 0.000 | 10,250.00 | 0.00 | |||
| 0180 | MAINTENANCE FERTILIZER | 05964 | TON | 0.09 | 0.090 | 0.000 | 0.000 | 10,250.00 | 0.00 | |||
| 0185 | SEEDING AND PROTECTION | 05985 | SQYD | 1,591.00 | 1,591.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0190 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.04 | 1.040 | 0.000 | 0.000 | 153.75 | 0.00 | |||
| Project | MB09722032203 | Fed/State Project Number | FD51 097 2203 C00057N | Category | 0004 BRIDGE - 097C00057N | |||||||
| 0195 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 43.00 | 43.000 | 0.000 | 0.000 | 131.25 | 0.00 | |||
| 0200 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 133.75 | 0.00 | |||
| 0205 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 153.00 | 153.000 | 153.000 | 153.000 | 50.00 | 7,650.00 | |||
| 0210 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 32.00 | 32.000 | 32.000 | 32.000 | 130.00 | 4,160.00 | |||
| 0215 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 138.75 | 0.00 | |||
| 0220 | CONCRETE-CLASS A | 08100 | CUYD | 56.80 | 56.800 | 62.130 | 62.130 | 1,318.75 | 81,933.93 | |||
| 0225 | CONCRETE-CLASS AA | 08104 | CUYD | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 10,000.00 | 10,000.00 | 10,000.00 | |
| 0230 | STEEL REINFORCEMENT | 08150 | LB | 6,677.00 | 6,677.000 | 542.530 | 4,796.670 | 5,339.200 | 3.59 | 1,947.68 | 19,167.72 | |
| 0235 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 847.00 | 847.000 | 911.080 | 0.000 | 911.080 | 4.01 | 3,653.43 | 3,653.43 | |
| 0240 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 102.00 | 102.000 | 102.000 | 0.000 | 102.000 | 356.25 | 36,337.50 | 36,337.50 | |
| 0245 | CONCRETE SEALING | 23378EC | SQFT | 408.00 | 408.000 | 0.000 | 0.000 | 10.79 | 0.00 | |||
| 0250 | CONCRETE COATING CONCRETE COATING | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,287.50 | 0.00 | |||
| 0255 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 68.00 | 68.000 | 0.000 | 0.000 | 358.75 | 0.00 | |||
| 8000 | CONCRETE-CLASS AA Plan Error Adjustment of CL AA Concrete | 08104 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 5,068.69 | 0.00 | |||
| 8001 | CULVERT PIPE-18 IN Reorientate Outlet End | 00462 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 95.51 | 0.00 | |||
| 8002 | REMOVE PIPE | 01310 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 15.65 | 0.00 | |||
| Project | MB09722032203 | Fed/State Project Number | FD51 097 2203 C00057N | Category | 0005 SIGNING - 097C00057N | |||||||
| 0260 | OBJECT MARKER TYPE 2 | 02565 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 0265 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 7.00 | 7.000 | 0.000 | 0.000 | 51.25 | 0.00 | |||
| 0270 | BARCODE SIGN INVENTORY | 24631EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 102.50 | 0.00 | |||
| Project | MB09722032203 | Fed/State Project Number | FD51 097 2203 C00057N | Category | 0006 MISCELLANEOUS - 097C00057N | |||||||
| 0275 | WATER | 02242 | MGAL | 23.00 | 23.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0280 | CLEARING AND GRUBBING CLEARING AND GRUBBING | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,532.50 | 7,532.50 | |||
| 0285 | CONCRETE-CLASS B | 02555 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 45,337.50 | 22,668.75 | |||
| 0295 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 50,437.50 | 25,218.75 | |||
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,625.00 | 2,812.50 | |||
| 0305 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 86.25 | 13,800.00 | |||
| Project | MB09722032203 | Fed/State Project Number | FD51 097 2203 C00057N | Category | 0008 DEMOBILIZATION | |||||||
| 0310 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,921.29 | 0.00 | |||
| SUBTOT | $66,016.39 |
$354,684.78 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0240-1-0I |
BOX BEAM, CB | LF |
102.00 | 0003 | $181.000000 | $18,462.00 | ||||||
0240-1-0A |
BOX BEAM, CB | LF |
102.00 | 0004 | $181.000000 | -18,462.00 | $-18,462.00 | |||||
| SUBTOT | $0.00 |
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