|
Report_Id: 241004 Est NO 0001 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241004 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/30/2024 TO 06/14/2024 | ||||||
| Date Approved | 06/24/2024 | ||||||
| Primary Proj Number | DE047031W2404 | ||||||
| Project No. | NHPP 0311(048) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | US-31W | ||||||
| Description | ADDRESS CONDITION OF US-31W FROM MP 27.745 TO MP 30.263 | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 06/11/2024 | ||||
| Date Contract Executed | 04/30/2024 | Open To Traffic | |||||
| Date NTP Issued | 04/30/2024 | Actual Completion Date | |||||
| Current Contract Amount | $5,686,877.36 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,686,877.36 |
Total Earnings | $195,972.95 |
$0.00 |
$195,972.95 |
|
| Percent Complete | 3.45 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $5,490,904.41 |
Gross Earnings | $195,972.95 |
$0.00 |
$195,972.95 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $195,972.95 |
$0.00 |
$195,972.95 |
|||
| Contract Id | 241004 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0001 | Project Number | NHPP 0311(048) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 04/30/2024 TO 06/14/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Geocomposite Reinforcement to Fiber Reinforcement in Asphalt | Pending | 0 | $-504,488.68 | 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 | 241004 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE047031W2404 | ||||||
| Estimate Nbr | 0001 | Period | 04/30/2024 TO 06/14/2024 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE047031W2404 | Fed/State Project Number | NHPP 0311(048) | 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 | DE047031W2404 | Fed/State Project Number | NHPP 0311(048) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 132.00 | 132.000 | 0.000 | 0.000 | 68.06 | 0.00 | |||
| 0010 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 2,708.00 | 2,708.000 | 0.000 | 0.000 | 120.96 | 0.00 | |||
| 0015 | LEVELING & WEDGING PG76-22 | 00194 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 120.96 | 0.00 | |||
| 0020 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | TON | 16,159.00 | 16,159.000 | 0.000 | 0.000 | 90.47 | 0.00 | |||
| 0025 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 8,686.00 | 8,686.000 | 0.000 | 0.000 | 102.23 | 0.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 19,367.00 | 19,367.000 | 0.000 | 0.000 | 17.61 | 0.00 | |||
| 0040 | JOINT ADHESIVE | 20071EC | LF | 78,313.00 | 78,313.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0045 | BLOW UP/RELIEF JOINT | 20509ED | SQYD | 945.00 | 945.000 | 0.000 | 0.000 | 246.58 | 0.00 | |||
| 0050 | ASPHALT EMULSION FOR FOG SEAL | 24878EC | TON | 1.44 | 1.440 | 0.000 | 0.000 | 941.47 | 0.00 | |||
| 0055 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 2,724,804.00 | 2,724,804.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 71.00 | 71.000 | 0.000 | 0.000 | 598.24 | 0.00 | |||
| 0065 | GEOCOMPOSITE REINFORCEMENT FOR ASPHALT | 25010EC | SQYD | 98,437.00 | 98,437.000 | 0.000 | 0.000 | 8.44 | 0.00 | |||
| 8000 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 0.00 | 0.000 | 0.000 | 0.000 | 14.84 | 0.00 | |||
| Project | DE047031W2404 | Fed/State Project Number | NHPP 0311(048) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 311.85 | 0.00 | |||
| 0075 | STORM SEWER PIPE-15 IN | 00521 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0080 | STORM SEWER PIPE-18 IN | 00522 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 184.61 | 0.00 | |||
| 0085 | PERFORATED PIPE-4 IN | 01000 | LF | 595.00 | 595.000 | 0.000 | 0.000 | 65.13 | 0.00 | |||
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 225.00 | 225.000 | 0.000 | 0.000 | 84.77 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,085.33 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,104.13 | 0.00 | |||
| 0105 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,135.46 | 0.00 | |||
| 0110 | REMOVE PIPE | 01310 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0115 | CURB BOX INLET TYPE A | 01456 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0120 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0125 | DROP BOX INLET TYPE 11 | 01544 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0130 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 394.74 | 0.00 | |||
| 0135 | TEMP DITCH | 02159 | LF | 143.00 | 143.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | CLEAN TEMP DITCH | 02160 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | FLOWABLE FILL | 02220 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0150 | EMBANKMENT IN PLACE | 02230 | CUYD | 41.00 | 41.000 | 0.000 | 0.000 | 198.05 | 0.00 | |||
| 0155 | WATER | 02242 | MGAL | 11.00 | 11.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 477.500 | 0.000 | 477.500 | 7.15 | 3,414.12 | 3,414.12 | |
| 0165 | EDGE KEY | 02585 | LF | 198.00 | 198.000 | 0.000 | 0.000 | 28.04 | 0.00 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 470,219.28 | 47,021.92 | 47,021.92 | |
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,506.90 | 0.00 | |||
| 0180 | TEMP SILT FENCE | 02701 | LF | 143.00 | 143.000 | 0.000 | 0.000 | 3.43 | 0.00 | |||
| 0185 | SILT TRAP TYPE C | 02705 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 238.16 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 53.76 | 0.00 | |||
| 0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,534.50 | 0.00 | |||
| 0200 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 1,754.83 | 3,509.66 | 3,509.66 | |
| 0205 | EROSION CONTROL BLANKET | 05950 | SQYD | 132.00 | 132.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0210 | TEMP MULCH | 05952 | SQYD | 519.00 | 519.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0215 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 387.00 | 387.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0220 | SEEDING AND PROTECTION | 05985 | SQYD | 774.00 | 774.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0225 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0230 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 60.00 | 60.000 | 0.000 | 0.000 | 53.54 | 0.00 | |||
| 0235 | STEEL POST TYPE 1 | 06410 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 36.76 | 0.00 | |||
| 0240 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 122,947.00 | 122,947.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0245 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 31,863.00 | 31,863.000 | 0.000 | 0.000 | 1.33 | 0.00 | |||
| 0250 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 30,852.00 | 30,852.000 | 0.000 | 0.000 | 1.33 | 0.00 | |||
| 0255 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,210.00 | 3,210.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0260 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 357.00 | 357.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0265 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 308.00 | 308.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0270 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 418.00 | 418.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0275 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0280 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 362.00 | 362.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0285 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 203.00 | 203.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0290 | CONCRETE-CLASS A | 08100 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0295 | FUEL ADJUSTMENT | 10020NS | DOLL | 1.00 | 1.000 | 0.000 | 0.000 | 42,889.00 | 0.00 | |||
| 0300 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 1.00 | 1.000 | 0.000 | 0.000 | 107,725.00 | 0.00 | |||
| 0305 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0310 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 26,592.00 | 26,592.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0315 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 100.00 | 100.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0320 | SAWCUT PAVEMENT | 20550ND | LF | 241.00 | 241.000 | 2,155.000 | 0.000 | 2,155.000 | 5.60 | 12,068.00 | 12,068.00 | |
| 0325 | LONGITUDINAL EDGE KEY | 21289ED | LF | 321.00 | 321.000 | 0.000 | 0.000 | 6.01 | 0.00 | |||
| 0330 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0335 | RELOCATE SIGNAL HEAD | 21659NN | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0340 | BARCODE SIGN INVENTORY | 24631EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 51.46 | 0.00 | |||
| 0345 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| Project | DE047031W2404 | Fed/State Project Number | NHPP 0311(048) | Category | 0003 TRAFFIC LOOPS | |||||||
| 0350 | CONDUIT-1 1/4 IN | 04793 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 6.40 | 0.00 | |||
| 0355 | CONDUIT-2 IN | 04795 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 8.75 | 0.00 | |||
| 0360 | TRENCHING AND BACKFILLING | 04820 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0365 | PIEZOELECTRIC SENSOR | 04829 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0370 | LOOP WIRE | 04830 | LF | 6,900.00 | 6,900.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0375 | POLE 35 FT WOODEN | 04871 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0380 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0385 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,339.50 | 0.00 | |||
| 0390 | GALVANIZED STEEL CABINET | 20359NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0395 | WOOD POST | 20360ES818 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0400 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0405 | ELECTRICAL JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| Project | DE047031W2404 | Fed/State Project Number | NHPP 0311(048) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0410 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 259,918.45 | 129,959.22 | 129,959.22 | |
| 0415 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 77,975.55 | 0.00 | |||
| SUBTOT | $195,972.93 |
$195,972.93 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||