Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/08/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 184004 | Estimate Number | 0006 | Estimate Type FINAL | |||
District Office | LEXINGTON (07300) Keathley, Catherine B. | ||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
3009 ATKINSON AVENUE | |||||||
SUITE 400 | |||||||
LEXINGTON , KY , 40509 | |||||||
Pay Period | 02/06/2020 TO 01/27/2021 | ||||||
Date Approved | 02/22/2021 | ||||||
Primary Proj Number | 0703482131801 | ||||||
Project No. | FE01 034 8213 000-001 | ||||||
Primary County | FAYETTE | ||||||
Name of Road | BG COMMUNITY &TECHNICAL COLLEGE PARKING LOT (LT 8213) | ||||||
Description | CONSTRUCTION OF PARKING LOT ON BCTC NEWTOWN PIKE CAMPUS | ||||||
Date Let | 05/25/2018 | Formal Acceptance | 06/27/2019 | ||||
Date Awarded | 06/07/2018 | Date Work Began | 06/25/2018 | ||||
Date Contract Executed | 06/14/2018 | Open To Traffic | 08/15/2018 | ||||
Date NTP Issued | 06/14/2018 | Actual Completion Date | 08/15/2018 | ||||
Current Contract Amount | $334,820.96 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $212,018.62 |
Total Earnings | $329,674.04 |
$328,378.71 |
$1,295.33 |
|
Percent Complete | 98.46 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $5,146.92 |
Gross Earnings | $329,674.04 |
$328,378.71 |
$1,295.33 |
|
Total Change Orders | $122,802.34 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $329,674.04 |
$328,378.71 |
$1,295.33 |
|||
Contract Id | 184004 | Change Order Summary |
County | FAYETTE | ||||||
Estimate Nbr | 0006 | Project Number | FE01 034 8213 000-001 | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 02/06/2020 TO 01/27/2021 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Additional Items | Approved | 02/19/2019 | $122,802.34 | 14.0 | |||||
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 | 184004 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
Contract No | TRANSPORTATION CABINET |
Primary Project Number | 0703482131801 | |||||||
Estimate Nbr | 0006 | Period | 02/06/2020 TO 01/27/2021 | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
Project | 0703482131801 | Fed/State Project Number | FE01 034 8213 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 | 0703482131801 | Fed/State Project Number | FE01 034 8213 000-001 | Category | 0001 ROADWAY | |||||||
0005 | STORM SEWER PIPE-12 IN | 00520 | LF | 280.00 | 280.000 | 168.000 | 168.000 | 65.00 | 10,920.00 | |||
0010 | CURB BOX INLET TYPE F | 01487 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,325.00 | 15,975.00 | |||
0015 | DROP BOX INLET TYPE 14 | 01577 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0020 | STANDARD CURB AND GUTTER | 01810 | LF | 1,162.00 | 1,981.000 | 1,917.000 | 1,917.000 | 19.00 | 36,423.00 | |||
0025 | ROADWAY EXCAVATION | 02200 | CUYD | 2,861.00 | 3,311.000 | 3,311.000 | 3,311.000 | 11.50 | 38,076.50 | |||
0030 | REMOVE TREES OR STUMPS | 02460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
0035 | TEMPORARY SIGNS | 02562 | SQFT | 210.00 | 210.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0040 | MAINTAIN & CONTROL TRAFFIC BCTC LOT | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
0045 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 542.00 | 542.000 | 523.880 | 523.880 | 45.00 | 23,574.60 | |||
0050 | STAKING BCTC LOT | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
0055 | SAWCUT PAVEMENT | 20550ND | LF | 1,010.00 | 1,010.000 | 59.000 | 59.000 | 1.20 | 70.80 | |||
0060 | LONGITUDINAL EDGE KEY | 21289ED | LF | 500.00 | 500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0065 | DETECTABLE WARNINGS 2 TYPE 1 RAMPS | 23158ES505 | SQFT | 20.00 | 20.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0070 | SPEED HUMP CONCRETE WITH MARKINGS #1 | 30050 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,365.00 | 3,365.00 | |||
0075 | SPEED HUMP CONCRETE WITH MARKINGS #2 | 30050 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,365.00 | 3,365.00 | |||
0080 | SPEED HUMP CONCRETE WITH MARKINGS #3 | 30050 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,365.00 | 3,365.00 | |||
0085 | SPEED HUMP CONCRETE WITH MARKINGS #4 | 30050 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,365.00 | 3,365.00 | |||
8001 | ELECTRICAL Repair | 50003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
8002 | REMOVE STRUCTURE | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
8003 | EW~ 8' Chain Link Fence w/Gates | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 40,250.21 | 40,250.21 | |||
8004 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 0.00 | 648.480 | -748.480 | 748.480 | 0.000 | 64.00 | -47,902.72 | 0.00 | |
Project | 0703482131801 | Fed/State Project Number | FE01 034 8213 000-001 | Category | 0002 PAVING | |||||||
0090 | DGA BASE | 00001 | TON | 2,000.00 | 2,632.950 | 26.070 | 2,793.080 | 2,819.150 | 19.00 | 495.33 | 53,563.85 | |
0095 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | TON | 300.00 | 0.000 | 748.480 | 0.000 | 748.480 | 64.00 | 47,902.72 | 47,902.72 | |
0100 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 300.00 | 604.490 | 504.490 | 504.490 | 64.00 | 32,287.36 | |||
0105 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0110 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,520.00 | 4,020.000 | 3,970.000 | 3,970.000 | 1.00 | 3,970.00 | |||
Project | 0703482131801 | Fed/State Project Number | FE01 034 8213 000-001 | Category | 0003 DEMOB | |||||||
0115 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 3,200.00 | 800.00 | 3,200.00 | |
SUBTOT | $1,295.33 |
$329,674.04 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |