|
Report_Id: 211017 Est NO 0020 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211017 | Estimate Number | 0020 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Lester, Nick D | ||||||
| Contractor | JAVE LLC | ADDR SN 0 VC Code KY0036206 | |||||
| LEXINGTON , KY , 40502 | |||||||
| Pay Period | 05/06/2023 TO 01/22/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE01100682117 | ||||||
| Project No. | STP 1501(122) | ||||||
| Primary County | BOYLE | ||||||
| Name of Road | US-68 | ||||||
| Description | BRIDGE REPLACEMENT ON US 68/150 OVER CHAPLIN RIVER | ||||||
| Date Let | 04/23/2021 | Formal Acceptance | |||||
| Date Awarded | 05/03/2021 | Date Work Began | 06/07/2021 | ||||
| Date Contract Executed | 06/04/2021 | Open To Traffic | |||||
| Date NTP Issued | 06/04/2021 | Actual Completion Date | 03/28/2022 | ||||
| Current Contract Amount | $1,304,275.51 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,295,697.94 |
Total Earnings | $1,238,924.09 |
$1,234,137.03 |
$4,787.06 |
|
| Percent Complete | 94.99 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $65,351.42 |
Gross Earnings | $1,238,924.09 |
$1,234,137.03 |
$4,787.06 |
|
| Total Change Orders | $8,577.57 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,238,924.09 |
$1,234,137.03 |
$4,787.06 |
|||
| Contract Id | 211017 | Change Order Summary |
County | BOYLE | ||||||
| Estimate Nbr | 0020 | Project Number | STP 1501(122) | |||||||
| Contractor | JAVE LLC | Period | 05/06/2023 TO 01/22/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Extra Work for Pedestrian Wiring | Approved | 07/20/2022 | $4,480.20 | 0.0 | |||||
| 002 | Safety Bollards | Approved | 01/19/2023 | $4,097.37 | 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 | 211017 | COMMONWEALTH OF KENTUCKY |
County | BOYLE | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE01100682117 | ||||||
| Estimate Nbr | 0020 | Period | 05/06/2023 TO 01/22/2025 | |||||||
| Contractor | JAVE LLC | |||||||||
| Project | DE01100682117 | Fed/State Project Number | STP 1501(122) | 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 | DE01100682117 | Fed/State Project Number | STP 1501(122) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 135.00 | 135.000 | 131.180 | 131.180 | 61.80 | 8,106.92 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 298.00 | 298.000 | 193.510 | 193.510 | 180.25 | 34,880.17 | |||
| 0015 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 78.00 | 78.000 | 101.670 | 101.670 | 206.00 | 20,944.02 | |||
| 0020 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 19.30 | 19.300 | 0.000 | 0.000 | 277.15 | 0.00 | |||
| 0025 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 233.00 | 233.000 | 219.120 | 219.120 | 36.05 | 7,899.27 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,236.00 | 0.00 | |||
| Project | DE01100682117 | Fed/State Project Number | STP 1501(122) | Category | 0002 ROADWAY | |||||||
| 0035 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 607.20 | 0.00 | |||
| 0040 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,437.50 | 0.00 | |||
| 0045 | STANDARD CURB AND GUTTER | 01810 | LF | 296.50 | 296.500 | 296.500 | 296.500 | 120.75 | 35,802.37 | |||
| 0050 | REMOVE CURB AND GUTTER | 01812 | LF | 298.00 | 298.000 | 298.000 | 298.000 | 30.88 | 9,202.24 | |||
| 0055 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 198.00 | 198.000 | 198.000 | 198.000 | 66.70 | 13,206.60 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 92.00 | 368.00 | |||
| 0065 | ROADWAY EXCAVATION | 02200 | CUYD | 331.00 | 331.000 | 331.000 | 331.000 | 29.90 | 9,896.90 | |||
| 0070 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 115.00 | 1,150.00 | |||
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 206.00 | 0.00 | |||
| 0080 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 154.50 | 0.00 | |||
| 0085 | CONCRETE-CLASS B | 02555 | CUYD | 34.00 | 34.000 | 34.000 | 34.000 | 1,153.45 | 39,217.30 | |||
| 0090 | TEMPORARY SIGNS | 02562 | SQFT | 339.00 | 339.000 | 158.000 | 158.000 | 5.46 | 862.68 | |||
| 0095 | EDGE KEY | 02585 | LF | 198.00 | 198.000 | 198.000 | 198.000 | 5.15 | 1,019.70 | |||
| 0100 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,509.00 | 48,509.00 | |||
| 0105 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,648.00 | 1,648.00 | |||
| 0110 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,648.00 | 1,648.00 | |||
| 0115 | TEMP SILT FENCE | 02701 | LF | 216.00 | 216.000 | 216.000 | 216.000 | 6.90 | 1,490.40 | |||
| 0120 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 460.00 | 0.00 | |||
| 0125 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 460.00 | 0.00 | |||
| 0130 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0135 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0140 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 163.00 | 163.000 | 296.080 | 296.080 | 192.00 | 56,847.36 | |||
| 0145 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 247.00 | 247.000 | 247.000 | 247.000 | 36.80 | 9,089.60 | |||
| 0150 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,183.60 | 0.00 | |||
| 0155 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,394.80 | 6,789.60 | |||
| 0160 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 198.00 | 198.000 | 198.000 | 198.000 | 73.26 | 14,505.48 | |||
| 0170 | TEMP MULCH | 05952 | SQYD | 1,472.00 | 1,472.000 | 800.000 | 800.000 | 0.41 | 328.00 | |||
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,104.00 | 1,104.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| 0180 | INITIAL FERTILIZER | 05963 | TON | 0.01 | 0.010 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0185 | MAINTENANCE FERTILIZER | 05964 | TON | 0.01 | 0.010 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0190 | SEEDING AND PROTECTION | 05985 | SQYD | 183.00 | 183.000 | 183.000 | 183.000 | 5.15 | 942.45 | |||
| 0195 | SODDING | 05990 | SQYD | 183.00 | 183.000 | 0.000 | 0.000 | 25.75 | 0.00 | |||
| 0200 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.37 | 1.370 | 0.000 | 0.000 | 309.00 | 0.00 | |||
| 0205 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 762.00 | 762.000 | 520.000 | 520.000 | 0.72 | 374.40 | |||
| 0210 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 309.00 | 309.000 | 0.000 | 0.000 | 3.09 | 0.00 | |||
| 0215 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 198.00 | 198.000 | 344.000 | 344.000 | 6.18 | 2,125.92 | |||
| 0220 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 214.70 | 214.700 | 258.000 | 258.000 | 5.67 | 1,462.86 | |||
| 0225 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 41.00 | 41.000 | 41.000 | 41.000 | 8.24 | 337.84 | |||
| 0230 | CONCRETE-CLASS A | 08100 | CUYD | 7.00 | 7.000 | 7.000 | 7.000 | 2,530.00 | 17,710.00 | |||
| 0235 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,020.00 | 35,020.00 | |||
| 0240 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,356.55 | 14,713.10 | |||
| 0245 | SAW CUT | 20430ED | LF | 418.00 | 418.000 | 99.000 | 99.000 | 5.75 | 569.25 | |||
| 0250 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 58.00 | 58.000 | 26.000 | 26.000 | 65.55 | 1,704.30 | |||
| 0255 | PEDESTRIAN RAIL | 23538EC | LF | 204.00 | 204.000 | 228.000 | 228.000 | 164.80 | 37,574.40 | |||
| 0260 | REMOVE HANDRAIL | 23960EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,024.00 | 2,024.00 | |||
| 0265 | REMOVE & RESET LIGHT POLE | 24705EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,060.00 | 2,060.00 | |||
| 9002 | BOLLARDS | 21341ND | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,365.79 | 4,097.37 | |||
| Project | DE01100682117 | Fed/State Project Number | STP 1501(122) | Category | 0003 BRIDGE | |||||||
| 0270 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 94.30 | 6,412.40 | |||
| 0275 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,174.90 | 14,174.90 | |||
| 0280 | CONCRETE-CLASS A | 08100 | CUYD | 7.30 | 7.300 | 7.300 | 7.300 | 3,576.50 | 26,108.45 | |||
| 0285 | CONCRETE-CLASS AA | 08104 | CUYD | 104.20 | 104.200 | 104.200 | 104.200 | 1,275.35 | 132,891.47 | |||
| 0290 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 26,621.00 | 26,621.000 | 26,621.000 | 26,621.000 | 1.62 | 43,126.02 | |||
| 0295 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 392.00 | 392.000 | 391.500 | 391.500 | 278.30 | 108,954.45 | |||
| 0300 | BAR SPLICE-PHASE CONSTRUCTION | 20598NC | EACH | 400.00 | 400.000 | 400.000 | 400.000 | 37.66 | 15,064.00 | |||
| 0305 | CONCRETE SEALING | 23378EC | SQFT | 6,414.00 | 6,414.000 | 6,414.000 | 6,414.000 | 4.03 | 25,848.42 | |||
| 0310 | PRECAST STEEL TRUSS BRIDGE | 23989EC | LS | 1.00 | 1.000 | 0.950 | 0.950 | 318,890.40 | 302,945.88 | |||
| 0315 | CONCRETE COATING 2020 BID HISTORY | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,832.50 | 9,832.50 | |||
| 0320 | CLASSIC BRIDGE RAIL | 25024ED | LF | 198.00 | 198.000 | 198.000 | 198.000 | 271.40 | 53,737.20 | |||
| 0325 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,575.00 | 0.00 | |||
| Project | DE01100682117 | Fed/State Project Number | STP 1501(122) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0330 | CONDUIT-1 IN | 04792 | LF | 20.00 | 20.000 | 4.000 | 4.000 | 15.45 | 61.80 | |||
| 0335 | CONDUIT-2 IN | 04795 | LF | 250.00 | 250.000 | 256.000 | 256.000 | 20.60 | 5,273.60 | |||
| 0340 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 875.50 | 5,253.00 | |||
| 0345 | OPEN CUT ROADWAY | 04821 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 51.50 | 0.00 | |||
| 0350 | LOOP WIRE | 04830 | LF | 600.00 | 600.000 | 620.000 | 620.000 | 0.52 | 322.40 | |||
| 0355 | CABLE-NO. 14/7C | 04845 | LF | 1,100.00 | 1,100.000 | 1,292.000 | 1,292.000 | 1.03 | 1,330.76 | |||
| 0360 | CABLE-NO. 14/1 PAIR | 04850 | LF | 250.00 | 250.000 | 268.000 | 268.000 | 1.03 | 276.04 | |||
| 0365 | LOOP SAW SLOT AND FILL | 04895 | LF | 250.00 | 250.000 | 218.000 | 218.000 | 14.42 | 3,143.56 | |||
| 0370 | TEMP SIGNAL | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,332.50 | 21,332.50 | |||
| 0375 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 5.00 | 5.000 | 5.000 | 5.000 | 94.76 | 473.80 | |||
| 0380 | BORE AND JACK CONDUIT | 21543EN | LF | 250.00 | 250.000 | 247.000 | 247.000 | 15.45 | 3,816.15 | |||
| 0385 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,150.00 | 5,150.00 | |||
| 9000 | CABLE-NO. 14/7C EXTRA WORK | 04845 | LF | 0.00 | 1,880.200 | 1,880.200 | 1,880.200 | 1.00 | 1,880.20 | |||
| 9001 | PEDESTRIAN SIGNAL PEDESTAL EXTRA WORK | 23749EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| Project | DE01100682117 | Fed/State Project Number | STP 1501(122) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 19,148.25 | 4,787.06 | 4,787.06 | |
| SUBTOT | $4,787.06 |
$1,238,924.08 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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