|
Report_Id: 211037 Est NO 0006 |
Date:06/27/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211037 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06380) Russell, Shawn P. | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0028986 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 05/21/2022 TO 06/03/2022 | ||||||
| Date Approved | 06/10/2022 | ||||||
| Primary Proj Number | DE03900712137 | ||||||
| Project No. | NHPP IM 0712(080) | ||||||
| Primary County | GALLATIN | ||||||
| Name of Road | I-71 | ||||||
| Description | ASPHALT PAVEMENT REHABILITATION ON I-71 FROM MP 59.940 TO MP 69.890 IN GALLATIN COUNTY | ||||||
| Date Let | 08/20/2021 | Formal Acceptance | |||||
| Date Awarded | 08/27/2021 | Date Work Began | 10/31/2021 | ||||
| Date Contract Executed | 10/08/2021 | Open To Traffic | |||||
| Date NTP Issued | 10/08/2021 | Actual Completion Date | |||||
| Current Contract Amount | $7,796,523.11 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,796,523.11 |
Total Earnings | $1,415,312.63 |
$1,067,366.19 |
$347,946.44 |
|
| Percent Complete | 18.15 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $6,381,210.48 |
Gross Earnings | $1,415,312.63 |
$1,067,366.19 |
$347,946.44 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,415,312.63 |
$1,067,366.19 |
$347,946.44 |
|||
| Contract Id | 211037 | Change Order Summary |
County | GALLATIN | ||||||
| Estimate Nbr | 0006 | Project Number | NHPP IM 0712(080) | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 05/21/2022 TO 06/03/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 002 | Liquidated Damages Override | Approved | 05/20/2022 | $0.00 | 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 | 211037 | COMMONWEALTH OF KENTUCKY |
County | GALLATIN | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE03900712137 | ||||||
| Estimate Nbr | 0006 | Period | 05/21/2022 TO 06/03/2022 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | DE03900712137 | Fed/State Project Number | NHPP IM 0712(080) | 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 | DE03900712137 | Fed/State Project Number | NHPP IM 0712(080) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 227.00 | 227.000 | 194.250 | 194.250 | 1.00 | 194.25 | |||
| 0010 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 11,886.00 | 11,886.000 | 1,022.880 | 38.160 | 1,061.040 | 81.00 | 82,853.28 | 85,944.24 | |
| 0015 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 1,686.00 | 1,686.000 | 1,229.710 | 1,229.710 | 103.00 | 126,660.13 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,000.00 | 1,000.000 | 214.960 | 214.960 | 1.00 | 214.96 | |||
| 0025 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 32,255.00 | 32,255.000 | 722.170 | 5,133.250 | 5,855.420 | 92.00 | 66,439.64 | 538,698.64 | |
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 329.00 | 329.000 | 7.130 | 48.340 | 55.470 | 1.00 | 7.13 | 55.47 | |
| 0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 51,143.00 | 51,143.000 | 3,374.950 | 5,668.550 | 9,043.500 | 13.75 | 46,405.56 | 124,348.12 | |
| 0045 | JOINT ADHESIVE | 20071EC | LF | 225,326.00 | 225,326.000 | 4,090.000 | 24,478.000 | 28,568.000 | 0.42 | 1,717.80 | 11,998.56 | |
| 0050 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 222,643.00 | 222,643.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0055 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 35,410.00 | 35,410.000 | 0.000 | 0.000 | 20.75 | 0.00 | |||
| 8000 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 94.74 | 0.00 | |||
| 8001 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 21.34 | 0.00 | |||
| Project | DE03900712137 | Fed/State Project Number | NHPP IM 0712(080) | Category | 0002 ROADWAY | |||||||
| 0060 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 14.31 | 0.00 | |||
| 0065 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 14.31 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 983.01 | 0.00 | |||
| 0080 | REMOVE & RESET GUARDRAIL | 02383 | LF | 10,162.50 | 10,162.500 | 0.000 | 0.000 | 15.14 | 0.00 | |||
| 0085 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 434.32 | 0.00 | |||
| 0090 | TEMPORARY SIGNS | 02562 | SQFT | 5,000.00 | 5,000.000 | 696.000 | 696.000 | 8.00 | 5,568.00 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 220,000.00 | 55,000.00 | |||
| 0100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0105 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0110 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 952.25 | 0.00 | |||
| 0115 | SEEDING AND PROTECTION | 05985 | SQYD | 100.00 | 100.000 | 3,699.440 | 3,699.440 | 3.52 | 13,022.02 | |||
| 0120 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 800.00 | 800.000 | 0.000 | 0.000 | 47.05 | 0.00 | |||
| 0125 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 47.05 | 0.00 | |||
| 0130 | STEEL POST MILE MARKERS | 06412 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 357.44 | 0.00 | |||
| 0135 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 440,288.00 | 440,288.000 | 28,143.000 | 8,511.000 | 36,654.000 | 0.24 | 6,754.32 | 8,796.96 | |
| 0140 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 139,947.00 | 139,947.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0145 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 109,011.00 | 109,011.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0150 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 2,012.00 | 2,012.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0155 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,020.00 | 1,020.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0160 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 815.00 | 815.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0165 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 1,387.00 | 1,387.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0170 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0175 | FUEL ADJUSTMENT | 10020NS | DOLL | 66,471.00 | 66,471.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 166,956.00 | 166,956.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0185 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 1,000.00 | 1,000.000 | 136.000 | 149.000 | 285.000 | 30.00 | 4,080.00 | 8,550.00 | |
| 0190 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 252,805.00 | 252,805.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 445.00 | 445.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0200 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 400.00 | 400.000 | 110.000 | 110.000 | 45.00 | 4,950.00 | |||
| 0205 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 6.00 | 6.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0210 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 6.00 | 6.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0215 | QUEUE WARNING PCMS | 26137EC | MONT | 48.00 | 48.000 | 4.000 | 4.000 | 700.00 | 2,800.00 | |||
| 0220 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 48.00 | 48.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 8002 | LIQUIDATED DAMAGES Lane Closures | 10111NS | DOLL | 0.00 | 0.001 | -25,000.000 | -25,000.000 | 1.00 | -25,000.00 | |||
| Project | DE03900712137 | Fed/State Project Number | NHPP IM 0712(080) | Category | 0003 DRAINAGE | |||||||
| 0225 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 20.00 | 20.000 | 25.030 | 25.030 | 100.00 | 2,503.00 | |||
| 0230 | CULVERT PIPE-15 IN | 00461 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0235 | CULVERT PIPE-18 IN | 00462 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0240 | PERFORATED PIPE-4 IN | 01000 | LF | 2,046.00 | 2,046.000 | 2,001.000 | 2,001.000 | 48.00 | 96,048.00 | |||
| 0245 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 500.00 | 500.000 | 196.000 | 196.000 | 48.00 | 9,408.00 | |||
| 0250 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 750.00 | 5,250.00 | |||
| 0255 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0260 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0265 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0270 | REMOVE PIPE | 01310 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0275 | FLUME INLET TYPE 1 | 01690 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,557.12 | 0.00 | |||
| 0280 | FLUME INLET TYPE 2 | 01691 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 5,225.43 | 0.00 | |||
| 0285 | REMOVE PAVED DITCH | 02165 | SQYD | 921.00 | 921.000 | 1,176.000 | 1,176.000 | 11.80 | 13,876.80 | |||
| 0290 | CHANNEL LINING CLASS II | 02483 | TON | 1,432.00 | 1,432.000 | 425.490 | 425.490 | 33.25 | 14,147.54 | |||
| 0295 | DITCHING AND SHOULDERING | 02575 | LF | 52,536.00 | 52,536.000 | 13,134.000 | 13,134.000 | 0.75 | 9,850.50 | |||
| 0300 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 0305 | TEMP SILT FENCE | 02701 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0310 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0315 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0320 | EROSION CONTROL BLANKET | 05950 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 6.58 | 0.00 | |||
| 0325 | CONCRETE WEDGE CURB | 22883EN | LF | 10,138.00 | 10,138.000 | 0.000 | 0.000 | 11.10 | 0.00 | |||
| Project | DE03900712137 | Fed/State Project Number | NHPP IM 0712(080) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0330 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0335 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0340 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 5.60 | 0.00 | |||
| 0345 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,245.00 | 0.00 | |||
| 0350 | LOOP WIRE | 04830 | LF | 1,680.00 | 1,680.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0355 | LOOP SAW SLOT AND FILL | 04895 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0360 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 867.00 | 0.00 | |||
| 0365 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0370 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| Project | DE03900712137 | Fed/State Project Number | NHPP IM 0712(080) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0375 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 279,377.42 | 139,688.71 | 279,377.42 | |
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 111,769.89 | 0.00 | |||
| SUBTOT | $347,946.44 |
$1,415,312.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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