|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/20/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 192183 | Estimate Number | 0010 | 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 | 12/12/2019 TO 10/22/2020 | ||||||
| Date Approved | 11/09/2020 | ||||||
| Primary Proj Number | MP03400251902 | ||||||
| Project No. | FD05 034 0025 016-022, FD05 034 0025 015-016 | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | GEORGETOWN ROAD (US 25) | ||||||
| Description | BEGIN AT THE OAK STREET INTERSECTION EXTENDING NORTH TO RAIN GARDEN WAY | ||||||
| Date Let | 06/21/2019 | Formal Acceptance | 04/06/2020 | ||||
| Date Awarded | 06/28/2019 | Date Work Began | 07/31/2019 | ||||
| Date Contract Executed | 07/19/1961 | Open To Traffic | 11/20/2019 | ||||
| Date NTP Issued | 07/16/2019 | Actual Completion Date | 11/20/2019 | ||||
| Current Contract Amount | $1,594,585.59 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,549,662.19 |
Total Earnings | $1,425,138.93 |
$1,412,437.93 |
$12,701.00 |
|
| Percent Complete | 89.37 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $169,446.66 |
Gross Earnings | $1,425,138.93 |
$1,412,437.93 |
$12,701.00 |
|
| Total Change Orders | $44,923.40 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,425,138.93 |
$1,412,437.93 |
$12,701.00 |
|||
| Contract Id | 192183 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0010 | Project Number | FD05 034 0025 016-022, FD05 034 0025 015-016 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 12/12/2019 TO 10/22/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | THERMOPLASTIC STRIPING | Approved | 09/18/2019 | $43,550.00 | 0.0 | |||||
| 002 | LANE REDUCTION ARROWS & DOTTED LANE EXTENSION | Approved | 05/29/2020 | $1,373.40 | 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 | 192183 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | MP03400251902 | |||||||
| Estimate Nbr | 0010 | Period | 12/12/2019 TO 10/22/2020 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | MP03400251901 | Fed/State Project Number | FD05 034 0025 016-022 | Category | 0001 PAVING | |||||||
| 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 | |
| 0155 | LEVELING & WEDGING PG64-22 | 00190 | TON | 446.00 | 446.000 | 628.340 | 628.340 | 85.00 | 53,408.90 | |||
| 0160 | ASPHALT MIX FOR PAVEMENT WEDGE | 00263 | TON | 380.00 | 380.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0165 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 57.00 | 57.000 | 31.190 | 31.190 | 0.01 | 0.31 | |||
| 0170 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 330.00 | 330.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0180 | MAINTAIN & CONTROL TRAFFIC (016-022) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0185 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0190 | MOBILIZATION FOR MILL & TEXT (016-022) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0195 | ASPHALT PAVE MILLING & TEXTURING (FINE MILLING) (REVISED: 6-18-19) | 02677 | TON | 1,020.00 | 1,020.000 | 1,053.440 | 1,053.440 | 20.00 | 21,068.80 | |||
| 0200 | SHOULDER RUMBLE STRIPS | 02696 | LF | 21,300.00 | 21,300.000 | 16,591.000 | 16,591.000 | 0.18 | 2,986.38 | |||
| 0205 | EDGELINE RUMBLE STRIPS | 02697 | LF | 28,000.00 | 28,000.000 | 25,645.000 | 25,645.000 | 0.18 | 4,616.10 | |||
| 0210 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 6.00 | 6.000 | 3.110 | 3.110 | 105.00 | 326.55 | |||
| 0215 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | BASE FAILURE REPAIR | 03240 | SQYD | 510.00 | 510.000 | 344.560 | 344.560 | 75.00 | 25,842.00 | |||
| 0225 | CONDUIT-1 IN | 04792 | LF | 395.00 | 395.000 | 0.000 | 0.000 | 3.17 | 0.00 | |||
| 0230 | TRENCHING AND BACKFILLING (TRAFFIC) | 04820 | LF | 3,610.00 | 3,610.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0235 | LOOP WIRE (TRAFFIC) | 04830 | LF | 8,603.00 | 8,603.000 | 1,218.000 | 1,218.000 | 0.15 | 182.70 | |||
| 0240 | CABLE-NO. 14/1 PAIR (TRAFFIC) | 04850 | LF | 9,395.00 | 9,395.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 0245 | LOOP SAW SLOT AND FILL (TRAFFIC) | 04895 | LF | 3,055.00 | 3,055.000 | 322.000 | 322.000 | 5.00 | 1,610.00 | |||
| 0250 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 58,500.00 | 58,500.000 | 91,787.000 | 91,787.000 | 0.20 | 18,357.40 | |||
| 0255 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 58,500.00 | 0.000 | 404.000 | 0.000 | 404.000 | 0.21 | 84.84 | 84.84 | |
| 0260 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 970.00 | 970.000 | 980.000 | 980.000 | 3.50 | 3,430.00 | |||
| 0265 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 768.00 | 768.000 | 745.000 | 745.000 | 8.00 | 5,960.00 | |||
| 0270 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 510.00 | 510.000 | 1,301.000 | 1,301.000 | 5.25 | 6,830.25 | |||
| 0275 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 85.00 | 85.000 | 100.000 | 100.000 | 75.00 | 7,500.00 | |||
| 0280 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0285 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 462.00 | 462.000 | 462.000 | 462.000 | 6.87 | 3,173.94 | |||
| 0290 | FUEL ADJUSTMENT | 10020NS | DOLL | 15,824.00 | 15,824.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0295 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 39,745.00 | 39,745.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0300 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 14,000.00 | 14,000.000 | 12,217.000 | 12,217.000 | 0.18 | 2,199.06 | |||
| 0305 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 9,340.00 | 9,340.000 | 8,780.850 | 8,780.850 | 89.50 | 785,886.07 | |||
| 0310 | DETECTABLE WARNINGS (NEW) | 23158ES505 | SQFT | 10.00 | 10.000 | 8.000 | 8.000 | 25.00 | 200.00 | |||
| 0315 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 (TRAFFIC) | 24900EC | LF | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 0.78 | 0.00 | |||
| 0320 | PVC CONDUIT-2 IN-SCHEDULE 80 (TRAFFIC) | 24901EC | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.18 | 0.00 | |||
| 0325 | LOOP TEST (TRAFFIC) | 24963ED | EACH | 5.00 | 5.000 | 37.000 | 37.000 | 250.00 | 9,250.00 | |||
| 0335 | CONDUIT-1 1/4 IN (PLANNING) | 04793 | LF | 30.00 | 30.000 | 30.000 | 0.000 | 30.000 | 4.70 | 141.00 | 141.00 | |
| 0340 | CONDUIT-2 IN (PLANNING) | 04795 | LF | 20.00 | 20.000 | 20.000 | 0.000 | 20.000 | 6.56 | 131.20 | 131.20 | |
| 0345 | TRENCHING AND BACKFILLING (PLANNING) | 04820 | LF | 45.00 | 45.000 | 45.000 | 0.000 | 45.000 | 5.00 | 225.00 | 225.00 | |
| 0350 | PIEZOELECTRIC SENSOR (PLANNING) | 04829 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 0355 | LOOP WIRE (PLANNING) | 04830 | LF | 2,200.00 | 2,200.000 | 1,808.000 | 1,808.000 | 0.15 | 271.20 | |||
| 0360 | LOOP SAW SLOT AND FILL (PLANNING) | 04895 | LF | 440.00 | 440.000 | 412.000 | 412.000 | 5.00 | 2,060.00 | |||
| 0365 | GALVANIZED STEEL CABINET (PLANNING) | 20359NN | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 350.00 | 350.00 | 350.00 | |
| 0370 | WOOD POST (PLANNING) | 20360ES818 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 50.00 | 100.00 | 100.00 | |
| 0375 | ELECTRICAL JUNCTION BOX TYPE A (PLANNING) | 20391NS835 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,050.00 | 1,050.00 | 1,050.00 | |
| 0380 | ELECTRICAL JUNCTION BOX TYPE B (TRAFFIC) | 04811 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 800.00 | 3,200.00 | 3,200.00 | |
| 8001 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 29,250.000 | -9,137.000 | 49,221.000 | 40,084.000 | 0.86 | -7,857.82 | 34,472.24 | |
| 8002 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 29,250.000 | -14,917.000 | 79,522.000 | 64,605.000 | 0.86 | -12,828.62 | 55,560.30 | |
| 8005 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 3.000 | 3.000 | 0.000 | 3.000 | 315.00 | 945.00 | 945.00 | |
| 8006 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 0.00 | 68.000 | 68.000 | 0.000 | 68.000 | 6.30 | 428.40 | 428.40 | |
| Project | MP03400251901 | Fed/State Project Number | FD05 034 0025 016-022 | Category | 0002 DEMOBILIZATION | |||||||
| 0330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 11,450.01 | 11,450.01 | 11,450.01 | |
| SUBTOT | $-2,580.99 |
$1,095,297.65 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP03400251902 | Fed/State Project Number | FD05 034 0025 015-016 | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | TEMPORARY SIGNS | 02562 | SQFT | 630.00 | 630.000 | 488.000 | 488.000 | 8.00 | 3,904.00 | |||
| 0010 | MAINTAIN & CONTROL TRAFFIC (015-016) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,400.00 | 10,400.00 | |||
| 0015 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 1,240.00 | 1,240.000 | 1,344.850 | 1,344.850 | 89.50 | 120,364.07 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 130.00 | 130.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 32.00 | 32.000 | 25.090 | 25.090 | 85.00 | 2,132.65 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT (015-016) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0035 | ASPHALT PAVE MILLING & TEXTURING (FINE MILLING) (REVISED: 6-18-19) | 02677 | TON | 1,165.00 | 1,165.000 | 1,663.500 | 1,663.500 | 20.00 | 33,270.00 | |||
| 0040 | BASE FAILURE REPAIR | 03240 | SQYD | 720.00 | 720.000 | 963.940 | 963.940 | 75.00 | 72,295.50 | |||
| 0045 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,500.00 | 0.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0050 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 8,500.00 | 8,500.000 | 7,637.000 | 7,637.000 | 0.20 | 1,527.40 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 8.00 | 8.000 | 1.750 | 1.750 | 0.01 | 0.01 | |||
| 0060 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 470.00 | 470.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0065 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 248.00 | 248.000 | 144.000 | 144.000 | 8.00 | 1,152.00 | |||
| 0070 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 8.000 | 0.000 | 8.000 | 75.00 | 600.00 | 600.00 | |
| 0075 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 300.00 | 300.000 | 448.000 | 0.000 | 448.000 | 5.25 | 2,352.00 | 2,352.00 | |
| 0080 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 757.00 | 757.000 | 366.410 | 366.410 | 105.00 | 38,473.05 | |||
| 0085 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 | |
| 0090 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 22.00 | 22.000 | 16.000 | 16.000 | 250.00 | 4,000.00 | |||
| 0100 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 22.00 | 22.000 | -8.000 | 24.000 | 16.000 | 140.00 | -1,120.00 | 2,240.00 | |
| 0105 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 36.00 | 36.000 | 12.000 | 12.000 | 16.00 | 192.00 | |||
| 0110 | LOOP WIRE (TRAFFIC) | 04830 | LF | 1,110.00 | 1,110.000 | 834.000 | 834.000 | 0.15 | 125.10 | |||
| 0115 | LOOP SAW SLOT AND FILL (TRAFFIC) | 04895 | LF | 470.00 | 470.000 | 302.000 | 302.000 | 5.00 | 1,510.00 | |||
| 0120 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 (TRAFFIC) | 24900EC | LF | 30.00 | 30.000 | 0.000 | 0.000 | 0.78 | 0.00 | |||
| 0125 | CABLE-NO. 14/1 PAIR (TRAFFIC) | 04850 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 0130 | LOOP TEST (TRAFFIC) | 24963ED | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 0135 | TRENCHING AND BACKFILLING (TRAFFIC) | 04820 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0140 | CONDUIT-1 IN | 04792 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 3.17 | 0.00 | |||
| 0145 | DETECTABLE WARNINGS (NEW) | 23158ES505 | SQFT | 1,000.00 | 1,000.000 | 392.000 | 392.000 | 25.00 | 9,800.00 | |||
| 0150 | ELECTRICAL JUNCTION BOX TYPE B (TRAFFIC) | 04811 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 8003 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 4,250.000 | 3,795.000 | 3,795.000 | 0.86 | 3,263.70 | |||
| 8004 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 4,250.000 | 7,023.000 | 7,023.000 | 0.86 | 6,039.78 | |||
| Project | MP03400251902 | Fed/State Project Number | FD05 034 0025 015-016 | Category | 0002 DEMOBILIZATION | |||||||
| 0095 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 11,449.99 | 11,449.99 | 11,449.99 | |
| SUBTOT | $15,281.99 |
$1,425,138.91 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||