|
Report_Id: 221047 Est NO 0039 |
Date:07/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221047 | Estimate Number | 0039 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Farmer, Thomas Eric | ||||||
| Contractor | RAME CONTRACTING LLC | ADDR SN 1 VC Code KY0036496 | |||||
| 651 CO-OP DRIVE | |||||||
| PO BOX 293 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 05/03/2025 TO 06/17/2025 | ||||||
| Date Approved | 07/11/2025 | ||||||
| Primary Proj Number | DE04400682206 | ||||||
| Project No. | STP 5105 (042), STP 5105 (042) | ||||||
| Primary County | GREEN | ||||||
| Name of Road | EDMONTON ROAD(US-68) | ||||||
| Description | ADDRESS SAFETY, GEOMETRIC DEFICIENCIES, AND MAINTENANCE ISSU ES ALONG US-68 FROM 1600 FEET WEST OF SOUTH THURLOW RD(MP 9. | ||||||
| Date Let | 08/18/2022 | Formal Acceptance | 02/05/2025 | ||||
| Date Awarded | 08/30/2022 | Date Work Began | 10/31/2022 | ||||
| Date Contract Executed | 09/19/2022 | Open To Traffic | 04/05/2024 | ||||
| Date NTP Issued | 09/19/2022 | Actual Completion Date | 04/05/2024 | ||||
| Current Contract Amount | $6,310,252.42 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,200,798.67 |
Total Earnings | $5,765,360.81 |
$5,705,385.11 |
$59,975.70 |
|
| Percent Complete | 91.37 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $544,891.61 |
Gross Earnings | $5,765,360.81 |
$5,705,385.11 |
$59,975.70 |
|
| Total Change Orders | $109,453.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,765,360.81 |
$5,705,385.11 |
$59,975.70 |
|||
| Contract Id | 221047 | Change Order Summary |
County | GREEN | ||||||
| Estimate Nbr | 0039 | Project Number | STP 5105 (042), STP 5105 (042) | |||||||
| Contractor | RAME CONTRACTING LLC | Period | 05/03/2025 TO 06/17/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Headwall, Guardrail, Time and Materials | Approved | 11/08/2024 | $0.00 | 2.0 | |||||
| 002 | Liquidated Damage Override | Approved | 11/17/2023 | $0.00 | 0.0 | |||||
| 003 | Lot Pay Adjustment OVERRIDE | Approved | 04/26/2024 | $0.00 | 1.0 | |||||
| 004 | Rideability Asphalt OVERRIDE | Approved | 05/31/2024 | $0.00 | 1.0 | |||||
| 005 | Slide Repair | Approved | 06/17/2025 | $109,453.75 | 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 | 221047 | COMMONWEALTH OF KENTUCKY |
County | GREEN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04400682206 | ||||||
| Estimate Nbr | 0039 | Period | 05/03/2025 TO 06/17/2025 | |||||||
| Contractor | RAME CONTRACTING LLC | |||||||||
| Project | DE04400682206 | Fed/State Project Number | STP 5105 (042) | 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 | DE04400682206 | Fed/State Project Number | STP 5105 (042) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 14,041.00 | 14,041.000 | 15,323.750 | 15,323.750 | 28.50 | 436,726.87 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 2,070.00 | 2,070.000 | 1,237.420 | 1,237.420 | 28.50 | 35,266.47 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 103.00 | 103.000 | 97.290 | 97.290 | 95.00 | 9,242.55 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 13.00 | 13.000 | 13.640 | 13.640 | 945.00 | 12,889.80 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 36.54 | 36.540 | 1,193.200 | 1,193.200 | 101.50 | 121,109.80 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 9,397.00 | 9,397.000 | 9,264.950 | 9,264.950 | 84.50 | 782,888.27 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,082.00 | 3,082.000 | 2,486.740 | 2,486.740 | 98.50 | 244,943.89 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.27 | 4.270 | 23.670 | 23.670 | 795.00 | 18,817.65 | |||
| 0045 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 351.00 | 351.000 | 350.000 | 350.000 | 105.00 | 36,750.00 | |||
| 0050 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 33,964.00 | 33,964.000 | 29,731.000 | 29,731.000 | 2.70 | 80,273.70 | |||
| 0055 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 44,686.00 | 44,686.000 | 27,129.990 | 27,129.990 | 4.50 | 122,084.95 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 163.00 | 163.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0065 | JOINT ADHESIVE | 20071EC | LF | 12,146.00 | 12,146.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 8005 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -7,840.060 | -7,840.060 | 1.00 | -7,840.06 | |||
| 8008 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | -13,950.000 | -13,950.000 | 1.00 | -13,950.00 | |||
| Project | DE04400682206 | Fed/State Project Number | STP 5105 (042) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0075 | ENTRANCE PIPE-15 IN | 00440 | LF | 401.00 | 401.000 | 347.000 | 347.000 | 61.50 | 21,340.50 | |||
| 0080 | ENTRANCE PIPE-24 IN | 00443 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 80.00 | 4,480.00 | |||
| 0085 | PERFORATED PIPE-4 IN | 01000 | LF | 420.00 | 420.000 | 107.500 | 107.500 | 10.00 | 1,075.00 | |||
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0105 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0110 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0115 | REMOVE PIPE | 01310 | LF | 330.00 | 330.000 | 298.000 | 298.000 | 12.00 | 3,576.00 | |||
| 0120 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 68.00 | 3,400.00 | |||
| 0125 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 62.00 | 62.000 | 66.000 | 66.000 | 15.00 | 990.00 | |||
| 0130 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 0135 | REMOVE PAVEMENT | 02091 | SQYD | 1,280.00 | 1,280.000 | 1,280.000 | 1,280.000 | 8.00 | 10,240.00 | |||
| 0140 | TEMP DITCH | 02159 | LF | 2,854.00 | 2,854.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0145 | CLEAN TEMP DITCH | 02160 | LF | 1,427.00 | 1,427.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0150 | ROADWAY EXCAVATION | 02200 | CUYD | 198,799.00 | 198,799.000 | 198,860.040 | 198,860.040 | 13.25 | 2,634,895.53 | |||
| 0155 | WATER | 02242 | MGAL | 216.00 | 216.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,375.00 | 4,375.000 | 3,691.000 | 3,691.000 | 36.75 | 135,644.25 | |||
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 0170 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
| 0180 | REMOVE GUARDRAIL | 02381 | LF | 2,839.00 | 2,839.000 | 3,100.000 | 3,100.000 | 3.50 | 10,850.00 | |||
| 0185 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 69.00 | 69.000 | 34.500 | 34.500 | 200.00 | 6,900.00 | |||
| 0195 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0200 | CHANNEL LINING CLASS IV | 02488 | CUYD | 2,692.00 | 2,692.000 | 2,538.690 | 2,538.690 | 15.00 | 38,080.35 | |||
| 0205 | CLEARING AND GRUBBING 21 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0210 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 200.000 | 200.000 | 5.16 | 1,032.00 | |||
| 0215 | EDGE KEY | 02585 | LF | 52.00 | 52.000 | 194.000 | 194.000 | 30.00 | 5,820.00 | |||
| 0220 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 29,812.00 | 29,812.000 | 894.000 | 894.000 | 3.00 | 2,682.00 | |||
| 0225 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,539.00 | 1,539.000 | 832.690 | 832.690 | 2.00 | 1,665.38 | |||
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 105,000.00 | 105,000.00 | |||
| 0235 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,000.00 | 120,000.00 | |||
| 0240 | LANE CLOSURE | 02653 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,550.00 | 0.00 | |||
| 0245 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 14,500.00 | 29,000.00 | |||
| 0250 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0255 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0260 | SHOULDER RUMBLE STRIPS | 02696 | LF | 10,945.00 | 10,945.000 | 11,867.000 | 11,867.000 | 0.65 | 7,713.55 | |||
| 0265 | TEMP SILT FENCE | 02701 | LF | 2,854.00 | 2,854.000 | 465.000 | 465.000 | 3.00 | 1,395.00 | |||
| 0270 | SILT TRAP TYPE A | 02703 | EACH | 21.00 | 21.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
| 0275 | SILT TRAP TYPE B | 02704 | EACH | 21.00 | 21.000 | 38.000 | 38.000 | 200.00 | 7,600.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 21.00 | 21.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 21.00 | 21.000 | 18.000 | 18.000 | 5.00 | 90.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 21.00 | 21.000 | 31.000 | 31.000 | 5.00 | 155.00 | |||
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 21.00 | 21.000 | 3.000 | 3.000 | 5.00 | 15.00 | |||
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0305 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0310 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0315 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,940.00 | 6,940.000 | 32,300.990 | 32,300.990 | 1.85 | 59,756.83 | |||
| 0320 | TEMP MULCH | 05952 | SQYD | 67,082.00 | 67,082.000 | 14,108.330 | 14,108.330 | 0.30 | 4,232.49 | |||
| 0325 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 50,820.00 | 50,820.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0330 | INITIAL FERTILIZER | 05963 | TON | 4.00 | 4.000 | 4.250 | 4.250 | 1,800.00 | 7,650.00 | |||
| 0335 | MAINTENANCE FERTILIZER | 05964 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0340 | SEEDING AND PROTECTION | 05985 | SQYD | 74,702.00 | 74,702.000 | 50,075.997 | 50,075.997 | 0.48 | 24,036.47 | |||
| 0345 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 17,350.00 | 17,350.000 | 34,641.660 | 34,641.660 | 0.36 | 12,470.99 | |||
| 0350 | AGRICULTURAL LIMESTONE | 05992 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0355 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 80.00 | 480.00 | |||
| 0360 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 24,996.00 | 24,996.000 | 115,369.000 | 115,369.000 | 0.35 | 40,379.15 | |||
| 0365 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 14,497.00 | 14,497.000 | 14,331.000 | 14,331.000 | 1.40 | 20,063.40 | |||
| 0370 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 13,222.00 | 13,222.000 | 13,226.000 | 13,226.000 | 1.40 | 18,516.40 | |||
| 0375 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0380 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0385 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 39.00 | 39.000 | 40.000 | 40.000 | 15.00 | 600.00 | |||
| 0390 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 0395 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 355.00 | 355.000 | 172.000 | 172.000 | 6.00 | 1,032.00 | |||
| 0400 | FUEL ADJUSTMENT | 10020NS | DOLL | 62,660.00 | 34,674.150 | -45,069.100 | -45,069.100 | 1.00 | -45,069.10 | |||
| 0405 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 52,189.00 | 52,189.000 | -92,478.050 | 0.000 | -92,478.050 | 1.00 | -92,478.05 | -92,478.05 | |
| 0410 | OBJECT MARKER TY 3 | 20191ED | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
| 0415 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 5,520.00 | 5,520.000 | 6,013.000 | 6,013.000 | 0.70 | 4,209.10 | |||
| 8001 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 200.000 | 200.000 | 200.000 | 17.33 | 3,466.00 | |||
| 8002 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,280.00 | 2,560.00 | |||
| 8006 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -87,750.000 | -87,750.000 | 1.00 | -87,750.00 | |||
| 8009 | COST PLUS WORK Time and Materials for Slide Repair | 10080NSD | DOLL | 0.00 | 109,453.750 | 109,453.750 | 0.000 | 109,453.750 | 1.00 | 109,453.75 | 109,453.75 | |
| Project | DE04400682206 | Fed/State Project Number | STP 5105 (042) | Category | 0003 DRAINAGE | |||||||
| 0420 | CULVERT PIPE-18 IN | 00462 | LF | 262.00 | 262.000 | 262.000 | 262.000 | 80.00 | 20,960.00 | |||
| 0425 | CULVERT PIPE-30 IN | 00466 | LF | 181.00 | 181.000 | 181.000 | 181.000 | 168.00 | 30,408.00 | |||
| 0430 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,900.00 | 7,600.00 | |||
| 0435 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,615.00 | 7,230.00 | |||
| 0440 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,250.00 | 14,500.00 | |||
| 8003 | COST PLUS WORK Time and Materials for Grouting Class IV Ditch | 10080NSD | DOLL | 0.00 | 6,487.580 | 6,487.580 | 6,487.580 | 1.00 | 6,487.58 | |||
| 8004 | SLOPED AND MITERED HEADWALL-30 IN | 26133ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,940.00 | 5,940.00 | |||
| Project | DE04400682206 | Fed/State Project Number | STP 5105 (042) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0445 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 285,500.00 | 285,500.00 | |||
| 0450 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 86,000.00 | 43,000.00 | 64,500.00 | |
| SUBTOT | $59,975.70 |
$5,755,828.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04400682207 | Fed/State Project Number | STP 5105 (042) | Category | 0005 FEDERAL NON-PARTICIPATING | |||||||
| 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 | |
| 8006 | EW~ Headwalls and Entrance Pipe Purchase | 10098NX | DOLL | 0.00 | 9,532.270 | 9,532.270 | 9,532.270 | 1.00 | 9,532.27 | |||
| SUBTOT | $0.00 |
$5,765,360.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||