|
Report_Id: 241309 Est NO 0001 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241309 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Smith, Brittany A. | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code KY0022414 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 04/18/2024 TO 06/17/2024 | ||||||
| Date Approved | 06/24/2024 | ||||||
| Primary Proj Number | DE06014422409 | ||||||
| Project No. | EK57 060 1442 000-001 | ||||||
| Primary County | KNOTT | ||||||
| Name of Road | CHESTNUT RIDGE ROAD (CR-1442) | ||||||
| Description | CONSTRUCT EXTENSION OF CHESTNUT RIDGE ROAD | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/16/2024 | Date Work Began | 06/11/2024 | ||||
| Date Contract Executed | 04/18/2024 | Open To Traffic | |||||
| Date NTP Issued | 04/18/2024 | Actual Completion Date | |||||
| Current Contract Amount | $2,085,821.96 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,085,821.96 |
Total Earnings | $54,558.20 |
$0.00 |
$54,558.20 |
|
| Percent Complete | 2.62 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,031,263.76 |
Gross Earnings | $54,558.20 |
$0.00 |
$54,558.20 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $54,558.20 |
$0.00 |
$54,558.20 |
|||
| Contract Id | 241309 | Change Order Summary |
County | KNOTT | ||||||
| Estimate Nbr | 0001 | Project Number | EK57 060 1442 000-001 | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 04/18/2024 TO 06/17/2024 | |||||||
| 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 | 241309 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE06014422409 | ||||||
| Estimate Nbr | 0001 | Period | 04/18/2024 TO 06/17/2024 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | DE06014422409 | Fed/State Project Number | EK57 060 1442 000-001 | 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 | DE06014422409 | Fed/State Project Number | EK57 060 1442 000-001 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 3,131.00 | 3,131.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.70 | 5.700 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.70 | 0.700 | 0.000 | 0.000 | 990.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,375.00 | 2,375.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 6.20 | 6.200 | 0.000 | 0.000 | 990.00 | 0.00 | |||
| Project | DE06014422409 | Fed/State Project Number | EK57 060 1442 000-001 | Category | 0002 ROADWAY | |||||||
| 0035 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5,165.00 | 5,165.000 | 25.900 | 0.000 | 25.900 | 48.00 | 1,243.20 | 1,243.20 | |
| 0040 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0045 | STANDARD CURB AND GUTTER | 01810 | LF | 3,107.00 | 3,107.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0050 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 200.00 | 400.00 | 400.00 | |
| 0055 | TEMP DITCH | 02159 | LF | 825.00 | 825.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0060 | CLEAN TEMP DITCH | 02160 | LF | 413.00 | 413.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0065 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 14,687.00 | 14,687.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0075 | WATER | 02242 | MGAL | 15.00 | 15.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0080 | FENCE-4 FT CHAIN LINK | 02273 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0095 | WITNESS POST TYPE 3 WITNESS POST | 02432 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0100 | CHANNEL LINING CLASS III | 02484 | TON | 183.00 | 183.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0105 | CLEARING AND GRUBBING 6.4 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,000.00 | 0.00 | |||
| 0110 | TEMPORARY SIGNS | 02562 | SQFT | 150.00 | 150.000 | 121.000 | 0.000 | 121.000 | 15.00 | 1,815.00 | 1,815.00 | |
| 0115 | EDGE KEY | 02585 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0120 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 7,478.00 | 7,478.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0125 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 8,167.00 | 8,167.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0130 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 6,085.00 | 6,085.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0135 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 5,000.00 | 500.00 | 500.00 | |
| 0140 | TEMP SILT FENCE | 02701 | LF | 825.00 | 825.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0145 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0150 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 1.000 | 0.000 | 1.000 | 100.00 | 100.00 | 100.00 | |
| 0155 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0160 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0165 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0175 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 882.00 | 882.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0180 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.000 | 0.200 | 15,000.00 | 3,000.00 | 3,000.00 | |
| 0185 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,651.00 | 2,651.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0190 | TEMP MULCH | 05952 | SQYD | 20,203.00 | 20,203.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0195 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 15,077.00 | 15,077.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0200 | INITIAL FERTILIZER | 05963 | TON | 0.90 | 0.900 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0205 | MAINTENANCE FERTILIZER | 05964 | TON | 1.60 | 1.600 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0210 | SEEDING AND PROTECTION | 05985 | SQYD | 30,153.00 | 30,153.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0215 | SODDING | 05990 | SQYD | 1,818.00 | 1,818.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0220 | AGRICULTURAL LIMESTONE | 05992 | TON | 18.70 | 18.700 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0225 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 60.00 | 60.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0230 | STEEL POST TYPE 1 | 06410 | LF | 122.00 | 122.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0235 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 7,481.00 | 7,481.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0240 | FUEL ADJUSTMENT | 10020NS | DOLL | 9,071.00 | 9,071.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0245 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 11,737.00 | 11,737.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | SAWCUT PAVEMENT | 20550ND | LF | 201.00 | 201.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0255 | LONGITUDINAL EDGE KEY | 21289ED | LF | 159.00 | 159.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0260 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 69.00 | 69.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0265 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 65.00 | 65.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0270 | R/W MONUMENT TYPE 3 | 24540 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0275 | BARCODE SIGN INVENTORY | 24631EC | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0280 | PIPELINE INSPECTION | 24814EC | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| Project | DE06014422409 | Fed/State Project Number | EK57 060 1442 000-001 | Category | 0003 DRAINAGE | |||||||
| 0285 | ENTRANCE PIPE-15 IN | 00440 | LF | 184.00 | 184.000 | 0.000 | 0.000 | 43.48 | 0.00 | |||
| 0290 | CULVERT PIPE-18 IN | 00462 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 46.50 | 0.00 | |||
| 0295 | CULVERT PIPE-24 IN | 00464 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 55.70 | 0.00 | |||
| 0300 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 297.00 | 297.000 | 0.000 | 0.000 | 82.40 | 0.00 | |||
| 0305 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,045.00 | 1,045.000 | 0.000 | 0.000 | 74.00 | 0.00 | |||
| 0310 | STORM SEWER PIPE-24 IN | 00524 | LF | 164.00 | 164.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0315 | PERFORATED PIPE-4 IN | 01000 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 5.42 | 0.00 | |||
| 0320 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 3,238.00 | 3,238.000 | 0.000 | 0.000 | 6.84 | 0.00 | |||
| 0325 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 6.56 | 0.00 | |||
| 0330 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 620.00 | 0.00 | |||
| 0335 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,062.00 | 0.00 | |||
| 0340 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,425.00 | 0.00 | |||
| 0345 | CURB BOX INLET TYPE A | 01456 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 1,544.00 | 0.00 | |||
| 0350 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,110.00 | 0.00 | |||
| 0355 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 2,214.00 | 0.00 | |||
| Project | DE06014422409 | Fed/State Project Number | EK57 060 1442 000-001 | Category | 0004 STRUCTURE - HEADWALL | |||||||
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 36.70 | 36.700 | 0.000 | 0.000 | 1,575.00 | 0.00 | |||
| 0365 | STEEL REINFORCEMENT | 08150 | LB | 6,220.00 | 6,220.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| Project | DE06014422409 | Fed/State Project Number | EK57 060 1442 000-001 | Category | 0005 WATERLINE | |||||||
| 0370 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 376.00 | 0.00 | |||
| 0375 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 386.00 | 0.00 | |||
| 0380 | W LINE MARKER | 14144 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| Project | DE06014422409 | Fed/State Project Number | EK57 060 1442 000-001 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0385 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 95,000.00 | 47,500.00 | 47,500.00 | |
| 0390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,500.00 | 0.00 | |||
| SUBTOT | $54,558.20 |
$54,558.20 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||