|
Report_Id: 224326 Est NO 0015 |
Date:11/27/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 224326 | Estimate Number | 0015 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Hoffman, David | ||||||
| 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 | 11/04/2023 TO 11/17/2023 | ||||||
| Date Approved | 11/26/2023 | ||||||
| Primary Proj Number | 1106302292201 | ||||||
| Project No. | HSIP 5274(010) | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | BARBOURVILLE ROAD (KY 229) | ||||||
| Description | CONSTRUCTION OF A MINI-ROUNDABOUT AT THE INTERSECTION OF KY 229 & KY 1189 | ||||||
| Date Let | 09/22/2022 | Formal Acceptance | |||||
| Date Awarded | 10/04/2022 | Date Work Began | 03/22/2023 | ||||
| Date Contract Executed | 11/30/2022 | Open To Traffic | |||||
| Date NTP Issued | 10/04/2022 | Actual Completion Date | 10/31/2023 | ||||
| Current Contract Amount | $869,135.58 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $869,135.58 |
Total Earnings | $792,710.06 |
$772,883.32 |
$19,826.74 |
|
| Percent Complete | 91.21 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $76,425.52 |
Gross Earnings | $792,710.06 |
$772,883.32 |
$19,826.74 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $792,710.06 |
$772,883.32 |
$19,826.74 |
|||
| Contract Id | 224326 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0015 | Project Number | HSIP 5274(010) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/04/2023 TO 11/17/2023 | |||||||
| 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 | 224326 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 1106302292201 | ||||||
| Estimate Nbr | 0015 | Period | 11/04/2023 TO 11/17/2023 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | 1106302292201 | Fed/State Project Number | HSIP 5274(010) | 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 | 1106302292201 | Fed/State Project Number | HSIP 5274(010) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,005.00 | 1,005.000 | 21.790 | 1,070.840 | 1,092.630 | 55.00 | 1,198.45 | 60,094.65 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 110.00 | 110.000 | 195.680 | 195.680 | 180.00 | 35,222.40 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 412.00 | 412.000 | 335.590 | 335.590 | 197.00 | 66,111.23 | |||
| 0025 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 460.00 | 460.000 | 613.340 | 613.340 | 162.00 | 99,361.08 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.90 | 3.900 | 3.650 | 3.650 | 5.00 | 18.25 | |||
| 0035 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 142.00 | 142.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0040 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 2,064.00 | 2,064.000 | 788.770 | 788.770 | 38.00 | 29,973.26 | |||
| Project | 1106302292201 | Fed/State Project Number | HSIP 5274(010) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 196.00 | 196.000 | 66.580 | 66.580 | 55.00 | 3,661.90 | |||
| 0050 | ENTRANCE PIPE-18 IN | 00441 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 77.00 | 5,390.00 | |||
| 0055 | REMOVE PIPE | 01310 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 20.00 | 1,260.00 | |||
| 0060 | FLUME INLET TYPE 1 MOD | 01689 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,200.00 | 10,400.00 | |||
| 0065 | STANDARD CURB AND GUTTER | 01810 | LF | 655.00 | 655.000 | 649.000 | 649.000 | 40.00 | 25,960.00 | |||
| 0070 | LIP CURB AND GUTTER | 01820 | LF | 279.00 | 279.000 | 262.000 | 262.000 | 40.00 | 10,480.00 | |||
| 0075 | MOUNTABLE MEDIAN TYPE 3A | 01947 | SQYD | 651.00 | 651.000 | 711.880 | 711.880 | 122.00 | 86,849.36 | |||
| 0080 | TEMP DITCH | 02159 | LF | 845.00 | 845.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0085 | CLEAN TEMP DITCH | 02160 | LF | 423.00 | 423.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0090 | ROADWAY EXCAVATION | 02200 | CUYD | 462.00 | 462.000 | 462.000 | 462.000 | 140.00 | 64,680.00 | |||
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 208.38 | 1,667.04 | |||
| 0100 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 8.000 | 0.000 | 8.000 | 208.38 | 1,667.04 | 1,667.04 | |
| 0105 | CHANNEL LINING CLASS II | 02483 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0110 | CLEARING AND GRUBBING (APPROX 0.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,715.75 | 12,715.75 | |||
| 0115 | TEMPORARY SIGNS | 02562 | SQFT | 274.00 | 274.000 | 288.000 | 288.000 | 14.00 | 4,032.00 | |||
| 0120 | EDGE KEY | 02585 | LF | 131.00 | 131.000 | 137.000 | 137.000 | 45.00 | 6,165.00 | |||
| 0125 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 942.00 | 942.000 | 242.110 | 242.110 | 4.00 | 968.44 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC (LAUREL KY 229 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 55,000.00 | 13,750.00 | 55,000.00 | |
| 0135 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,247.00 | 4,494.00 | |||
| 0140 | TEMP SILT FENCE | 02701 | LF | 845.00 | 845.000 | 255.000 | 255.000 | 3.80 | 969.00 | |||
| 0145 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 214.00 | 0.00 | |||
| 0150 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 214.00 | 0.00 | |||
| 0155 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 214.00 | 642.00 | |||
| 0160 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 0165 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 0175 | STAKING (LAUREL KY 229 HSIP) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 0180 | TUBULAR MARKERS (PEXCO CITY POST EMBEDDED ANCHOR CUP) | 03225 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 125.39 | 1,504.68 | |||
| 0185 | EROSION CONTROL BLANKET | 05950 | SQYD | 251.00 | 251.000 | 186.670 | 186.670 | 6.23 | 1,162.95 | |||
| 0190 | TEMP MULCH | 05952 | SQYD | 6,227.00 | 6,227.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0195 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,670.00 | 4,670.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0200 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.040 | 0.040 | 1,200.00 | 48.00 | |||
| 0205 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0210 | SEEDING AND PROTECTION | 05985 | SQYD | 1,178.00 | 1,178.000 | 2,138.420 | 2,138.420 | 4.57 | 9,772.57 | |||
| 0215 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.90 | 0.900 | 0.200 | 0.200 | 75.00 | 15.00 | |||
| 0220 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 200.00 | 200.000 | 198.880 | 198.880 | 45.74 | 9,096.77 | |||
| 0225 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 13.00 | 13.000 | 14.040 | 14.040 | 50.82 | 713.51 | |||
| 0230 | STEEL POST TYPE 1 | 06410 | LF | 256.00 | 256.000 | 207.750 | 207.750 | 37.26 | 7,740.76 | |||
| 0235 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 2.00 | 2.000 | 2.000 | 2.000 | 829.91 | 1,659.82 | |||
| 0240 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 6,650.00 | 6,650.000 | 5,940.000 | 5,940.000 | 0.25 | 1,485.00 | |||
| 0245 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 3,182.00 | 3,182.000 | 2,719.000 | 2,719.000 | 1.35 | 3,670.65 | |||
| 0250 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 5,106.00 | 5,106.000 | 3,780.000 | 3,780.000 | 1.35 | 5,103.00 | |||
| 0255 | PAVE STRIPING-THERMO-12 IN W (OPTICAL SPEED BARS) | 06546 | LF | 264.00 | 264.000 | 252.000 | 252.000 | 8.00 | 2,016.00 | |||
| 0260 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,866.00 | 1,866.000 | 234.000 | 234.000 | 6.00 | 1,404.00 | |||
| 0265 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 125.00 | 1,000.00 | |||
| 0270 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 175.00 | 700.00 | |||
| 0275 | PAVE MARKING-THERMO COMB ARROW (SPECIAL - FISH HOOK) | 06575 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 700.00 | 2,800.00 | |||
| 0280 | SAW CUT | 20430ED | LF | 540.00 | 540.000 | 463.000 | 463.000 | 7.50 | 3,472.50 | |||
| 0285 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,095.00 | 1,095.000 | 1,240.000 | 1,240.000 | 18.25 | 22,630.00 | |||
| 0290 | REMOVE SIGN | 21373ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 75.36 | 452.16 | |||
| 0295 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 589.98 | 4,719.84 | |||
| 0300 | GMSS TYPE D (SURFACE MOUNT) | 21596ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 250.78 | 1,003.12 | |||
| 0305 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0310 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 44.00 | 44.000 | 40.000 | 40.000 | 35.00 | 1,400.00 | |||
| 0315 | ROADWAY EXCAVATION-SPECIAL | 22978EN | CUYD | 145.00 | 145.000 | 45.880 | 45.880 | 45.00 | 2,064.60 | |||
| 0320 | STAMPED CONCRETE (TRUCK APRON, STAMPED & DYED) | 23379EC | SQYD | 186.00 | 186.000 | 186.000 | 186.000 | 150.00 | 27,900.00 | |||
| 0325 | THERMO RUMBLE STRIPS TY 2 | 24097EC | LF | 108.00 | 108.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0330 | BARCODE SIGN INVENTORY | 24631EC | EACH | 68.00 | 68.000 | 55.000 | 55.000 | 40.59 | 2,232.45 | |||
| 0335 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 92.00 | 92.000 | 28.000 | 28.000 | 8.00 | 224.00 | |||
| 0340 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| Project | 1106302292201 | Fed/State Project Number | HSIP 5274(010) | Category | 0003 LIGHTING | |||||||
| 0345 | POLE 30 FT MTG HT | 04700 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0350 | BRACKET 6 FT | 04721 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0355 | POLE BASE | 04740 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 0360 | TRANSFORMER BASE | 04750 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,275.00 | 2,550.00 | |||
| 0365 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 24,500.00 | 24,500.00 | |||
| 0370 | FUSED CONNECTOR KIT | 04780 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0375 | CONDUIT-2 IN | 04795 | LF | 160.00 | 160.000 | 185.000 | 185.000 | 15.00 | 2,775.00 | |||
| 0380 | TRENCHING AND BACKFILLING | 04820 | LF | 20.00 | 20.000 | 30.000 | 30.000 | 5.00 | 150.00 | |||
| 0385 | WIRE-NO. 12 | 04832 | LF | 240.00 | 240.000 | 240.000 | 240.000 | 1.25 | 300.00 | |||
| 0390 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,750.00 | 5,250.00 | |||
| 0395 | BORE AND JACK CONDUIT | 21543EN | LF | 240.00 | 240.000 | 185.000 | 185.000 | 35.00 | 6,475.00 | |||
| 0400 | WIRE-NO. 10 | 23778EC | LF | 780.00 | 780.000 | 770.000 | 770.000 | 1.50 | 1,155.00 | |||
| 0405 | LED LUMINAIRE | 24589ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0410 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 20.00 | 20.000 | 40.000 | 40.000 | 8.00 | 320.00 | |||
| Project | 1106302292201 | Fed/State Project Number | HSIP 5274(010) | Category | 0004 DEMOBILIZATION | |||||||
| 0415 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 12,845.00 | 3,211.25 | 3,211.25 | |
| SUBTOT | $19,826.74 |
$792,710.05 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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