|
Report_Id: 231303 Est NO 0002 |
Date:05/01/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231303 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Withrow, Joshua B. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 03/23/2023 TO 04/05/2023 | ||||||
| Date Approved | 04/17/2023 | ||||||
| Primary Proj Number | DE057198022W1 | ||||||
| Project No. | FD04 SPP 057 1980 003-006 | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | ASHGROVE PIKE (KY 1980) | ||||||
| Description | RECONSTRUCTION ASHGROVE PIKE AND ASHGROVE LANE, A DISTANCE O F 0.22 MILES; RESURFACE ASHGROVE PIKE FROM 0.215 MILES EST O | ||||||
| Date Let | 01/26/2023 | Formal Acceptance | |||||
| Date Awarded | 02/06/2023 | Date Work Began | 03/13/2023 | ||||
| Date Contract Executed | 02/15/2023 | Open To Traffic | |||||
| Date NTP Issued | 02/15/2023 | Actual Completion Date | |||||
| Current Contract Amount | $1,040,156.62 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,025,931.62 |
Total Earnings | $117,397.00 |
$44,632.00 |
$72,765.00 |
|
| Percent Complete | 11.29 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $922,759.62 |
Gross Earnings | $117,397.00 |
$44,632.00 |
$72,765.00 |
|
| Total Change Orders | $14,225.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $117,397.00 |
$44,632.00 |
$72,765.00 |
|||
| Contract Id | 231303 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0002 | Project Number | FD04 SPP 057 1980 003-006 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 03/23/2023 TO 04/05/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Aluminum Box Culvert Extension | Approved | 04/24/2023 | $14,225.00 | 4.0 | |||||
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 | 231303 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE057198022W1 | ||||||
| Estimate Nbr | 0002 | Period | 03/23/2023 TO 04/05/2023 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE057198022W1 | Fed/State Project Number | FD04 SPP 057 1980 003-006 | 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 | DE057198022W1 | Fed/State Project Number | FD04 SPP 057 1980 003-006 | Category | 0001 ROADWAY - RECONSTRUCTION ASHGROVE PIKE AND ASHGROVE LANE | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,790.00 | 1,790.000 | 0.000 | 0.000 | 40.50 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,961.00 | 1,961.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0015 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 834.00 | 834.000 | 0.000 | 0.000 | 111.20 | 0.00 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 234.00 | 234.000 | 0.000 | 0.000 | 115.25 | 0.00 | |||
| 0025 | ENTRANCE PIPE-24 IN | 00443 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0030 | CULVERT PIPE-18 IN | 00462 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0035 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0040 | REMOVE PAVEMENT | 02091 | SQYD | 706.00 | 706.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0045 | TEMP DITCH | 02159 | LF | 581.00 | 581.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0050 | CLEAN TEMP DITCH | 02160 | LF | 291.00 | 291.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 2,402.00 | 2,402.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0060 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0065 | WITNESS POST | 02432 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0070 | CLEARING AND GRUBBING - | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,500.00 | 27,500.00 | |||
| 0075 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0080 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 6,423.00 | 6,423.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0085 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 74,000.00 | 14,800.00 | |||
| 0090 | TEMP SILT FENCE | 02701 | LF | 581.00 | 581.000 | 583.000 | 583.000 | 4.00 | 2,332.00 | |||
| 0095 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0100 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0105 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0110 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0115 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,463.00 | 2,463.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0120 | TEMP MULCH | 05952 | SQYD | 3,703.00 | 3,703.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,777.00 | 2,777.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0135 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0140 | SEEDING AND PROTECTION | 05985 | SQYD | 328.00 | 328.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0145 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 80.00 | 80.000 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 0150 | STEEL POST TYPE 1 | 06410 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 0155 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0160 | SAW CUT | 20430ED | LF | 80.00 | 80.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0165 | BARCODE SIGN INVENTORY | 24631EC | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| Project | DE057198022W1 | Fed/State Project Number | FD04 SPP 057 1980 003-006 | Category | 0002 ROADWAY - RESURFACING ASHGROVE PIKE | |||||||
| 0170 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 600.00 | 600.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0175 | LEVELING & WEDGING PG64-22 | 00190 | TON | 115.00 | 115.000 | 0.000 | 0.000 | 115.25 | 0.00 | |||
| 0180 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 556.00 | 556.000 | 0.000 | 0.000 | 111.20 | 0.00 | |||
| 0185 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,210.00 | 1,210.000 | 0.000 | 0.000 | 115.25 | 0.00 | |||
| 0190 | REMOVE & RESET GUARDRAIL | 02383 | LF | 225.00 | 225.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0195 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0200 | REMOVE TREES OR STUMPS | 02460 | EACH | 19.00 | 19.000 | 18.000 | 0.000 | 18.000 | 4,042.50 | 72,765.00 | 72,765.00 | |
| 0205 | TEMPORARY SIGNS | 02562 | SQFT | 175.00 | 175.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0210 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0215 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,500.00 | 0.00 | |||
| 0220 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,950.00 | 0.00 | |||
| 0225 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0230 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 16.60 | 16.600 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0235 | TRENCHING | 06427 | LF | 16,900.00 | 16,900.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0240 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 33,800.00 | 33,800.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0245 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 33,800.00 | 33,800.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0250 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 0260 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 10.00 | 10.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0265 | GUARDRAIL END TREATMENT TYPE 1 CR | 24977EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,875.00 | 0.00 | |||
| 8000 | ALUMINUM STRUCTURAL PLATE BOX CULVERT Extension | 24649EN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 14,225.00 | 0.00 | |||
| Project | DE057198022W1 | Fed/State Project Number | FD04 SPP 057 1980 003-006 | Category | 0003 DEMOBILIZATION | |||||||
| 0270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,165.00 | 0.00 | |||
| SUBTOT | $72,765.00 |
$117,397.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||