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Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/26/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151248 | Estimate Number | 0011 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07320) Johnson, Robert A. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 11/02/2017 TO 01/22/2018 | ||||||
| Date Approved | 04/03/2018 | ||||||
| Primary Proj Number | DE07605951548 | ||||||
| Project No. | FD04 SPP 076 0595 004-006 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | WALNUT MEADOW ROAD (KY 595) | ||||||
| Description | WALNUT MEADOW ROAD (KY 595) | ||||||
| Date Let | 08/21/2015 | Formal Acceptance | 12/02/2016 | ||||
| Date Awarded | 08/28/2015 | Date Work Began | 04/04/2016 | ||||
| Date Contract Executed | 09/16/2015 | Open To Traffic | 08/24/2016 | ||||
| Date NTP Issued | 09/16/2015 | Actual Completion Date | 08/24/2016 | ||||
| Current Contract Amount | $463,298.32 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $336,458.56 |
Total Earnings | $463,245.65 |
$457,120.65 |
$6,125.00 |
|
| Percent Complete | 99.99 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $52.67 |
Gross Earnings | $463,245.65 |
$457,120.65 |
$6,125.00 |
|
| Total Change Orders | $126,839.76 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $463,245.65 |
$457,120.65 |
$6,125.00 |
|||
| Contract Id | 151248 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0011 | Project Number | FD04 SPP 076 0595 004-006 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 11/02/2017 TO 01/22/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Excavation, Stone, and Fabric for Stabilization | Approved | 03/17/2017 | $112,166.22 | 0.0 | |||||
| 002 | Fuel and Asphalt Adjustments Override | Approved | 04/10/2017 | $0.00 | 0.0 | |||||
| 003 | Seal Agg, Asph Surf, Safeloading | Approved | 10/05/2017 | $14,673.54 | 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 | 151248 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE07605951548 | |||||||
| Estimate Nbr | 0011 | Period | 11/02/2017 TO 01/22/2018 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07605951548 | Fed/State Project Number | FD04 SPP 076 0595 004-006 | 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 | DE07605951548 | Fed/State Project Number | FD04 SPP 076 0595 004-006 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 3,139.00 | 3,207.970 | 3,207.970 | 3,207.970 | 20.25 | 64,961.39 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 19.20 | 40.400 | 40.400 | 40.400 | 140.00 | 5,656.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.30 | 2.300 | 2.300 | 2.300 | 825.00 | 1,897.50 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 202.00 | 202.000 | 206.940 | 206.940 | 73.40 | 15,189.39 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,328.00 | 1,359.160 | 1,359.160 | 1,359.160 | 57.50 | 78,151.70 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 731.00 | 793.400 | 793.400 | 793.400 | 64.25 | 50,975.95 | |||
| 8006 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8007 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE07605951548 | Fed/State Project Number | FD04 SPP 076 0595 004-006 | Category | 0002 ROADWAY | |||||||
| 0035 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 715.00 | 715.00 | |||
| 0040 | ROADWAY EXCAVATION | 02200 | CUYD | 3,227.00 | 5,189.000 | 5,189.000 | 5,189.000 | 13.35 | 69,273.15 | |||
| 0045 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 125.00 | 750.00 | |||
| 0050 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 125.00 | 750.00 | |||
| 0055 | CHANNEL LINING CLASS III | 02484 | TON | 50.00 | 50.000 | 44.100 | 44.100 | 38.00 | 1,675.80 | |||
| 0060 | CLEARING AND GRUBBING (APPROXIMATELY 2.2 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0065 | TEMPORARY SIGNS (ADDED: 8-19-15) | 02562 | SQFT | 200.00 | 200.000 | 232.000 | 232.000 | 7.00 | 1,624.00 | |||
| 0070 | MAINTAIN & CONTROL TRAFFIC (ADDED: 8-19-15) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0075 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 475.00 | 475.00 | |||
| 0080 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 44.00 | 68.000 | 68.000 | 68.000 | 142.00 | 9,656.00 | |||
| 0085 | SAFELOADING | 02690 | CUYD | 1.50 | 6.500 | 6.500 | 6.500 | 220.00 | 1,430.00 | |||
| 0090 | TEMP SILT FENCE | 02701 | LF | 400.00 | 400.000 | 175.000 | 175.000 | 4.45 | 778.75 | |||
| 0095 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 20.000 | 20.000 | 130.00 | 2,600.00 | |||
| 0100 | SILT TRAP TYPE C | 02705 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 0.01 | 0.06 | |||
| 0105 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | CLEAN TEMP SILT FENCE | 02709 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0125 | FERTILIZER 10-10-10 | 05961 | TON | 0.86 | 0.860 | 0.860 | 0.860 | 700.00 | 602.00 | |||
| 0130 | SEEDING AND PROTECTION | 05985 | SQYD | 8,320.00 | 8,320.000 | 8,320.000 | 8,320.000 | 0.65 | 5,408.00 | |||
| 0135 | AGRICULTURAL LIMESTONE | 05992 | TON | 5.75 | 5.750 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0140 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,154.00 | 8,154.000 | 9,212.000 | 9,212.000 | 0.20 | 1,842.40 | |||
| 0145 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 15.000 | 15.000 | 75.00 | 1,125.00 | |||
| 8001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 2,308.340 | 2,308.340 | 2,308.340 | 27.25 | 62,902.26 | |||
| 8002 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 4,891.000 | 4,891.000 | 4,891.000 | 2.45 | 11,982.95 | |||
| 8003 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 68.000 | 68.000 | 68.000 | 9.35 | 635.80 | |||
| 8004 | INSTALL GUARDRAIL-STEEL W BM-S FACE | 02353 | LF | 0.00 | 287.500 | 287.500 | 287.500 | 8.60 | 2,472.50 | |||
| 8005 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,995.00 | 7,980.00 | |||
| Project | DE07605951548 | Fed/State Project Number | FD04 SPP 076 0595 004-006 | Category | 0003 DRAINAGE | |||||||
| 0150 | ENTRANCE PIPE-15 IN | 00440 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 35.00 | 1,890.00 | |||
| 0155 | ENTRANCE PIPE-18 IN | 00441 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 37.00 | 2,664.00 | |||
| 0160 | CULVERT PIPE-18 IN | 00462 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 98.00 | 5,096.00 | |||
| 0165 | CULVERT PIPE-48 IN | 00470 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 175.00 | 4,200.00 | |||
| 0170 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,600.00 | 11,200.00 | |||
| 0175 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,700.00 | 3,400.00 | |||
| 0180 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,365.00 | 9,460.00 | |||
| Project | DE07605951548 | Fed/State Project Number | FD04 SPP 076 0595 004-006 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0185 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,125.00 | 6,125.00 | 6,125.00 | |
| SUBTOT | $6,125.00 |
$463,245.61 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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