|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071041 | Estimate Number | 0022 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11360) Fuson, David D. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 09/05/2009 TO 12/06/2011 | ||||||
| Date Approved | 02/20/2012 | ||||||
| Primary Proj Number | DE11800750741 | ||||||
| Project No. | NH 75-1(70) | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | TENNESSEE STATE LINE-LEXINGTON ROAD (I-75) | ||||||
| Description | PAVEMENT REHABILITATION FROM WOLF CREEK BRIDGE (MP 5.591) TO 0.242 MILE SOUTH OF KY 296 UNDERPASS | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | 04/30/2009 | ||||
| Date Awarded | 08/05/2007 | Date Work Began | 08/09/2007 | ||||
| Date Contract Executed | 08/08/2007 | Open To Traffic | 08/08/2008 | ||||
| Date NTP Issued | 08/13/2007 | Actual Completion Date | 08/08/2008 | ||||
| Current Contract Amount | $10,900,742.90 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,796,663.37 |
Total Earnings | $10,243,393.44 |
$10,228,911.40 |
$14,482.04 |
|
| Percent Complete | 93.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $657,349.46 |
Gross Earnings | $10,243,393.44 |
$10,228,911.40 |
$14,482.04 |
|
| Total Change Orders | $104,079.53 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $10,243,393.44 |
$10,228,911.40 |
$14,482.04 |
|||
| Contract Id | 071041 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0022 | Project Number | NH 75-1(70) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 09/05/2009 TO 12/06/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Proposed I-75 Exit 11 Ramp Tie-ins, Median Removal, and TMA | Approved | 04/04/2008 | $56,300.00 | 0.0 | |||||
| 002 | Contract Time Extension | Approved | 08/28/2009 | $0.00 | 0.0 | |||||
| 003 | Change from PG 76-22 to PG 64-22 | Approved | 02/09/2009 | $-30,040.35 | 0.0 | |||||
| 004 | Project Wage Rate Adjustment | Approved | 08/18/2009 | $51,696.10 | 0.0 | |||||
| 005 | Project Wage Rate Adjustment Phase II | Approved | 08/28/2009 | $445.38 | 0.0 | |||||
| 006 | Project Wage Rate Adjustment Phase III | Approved | 09/03/2009 | $4,682.39 | 0.0 | |||||
| 007 | Administrative Settlement | Approved | 09/04/2009 | $20,000.00 | 0.0 | |||||
| 008 | Project Wage Rate Adjustment Phase IV | Approved | 05/10/2010 | $996.01 | 0.0 | |||||
| 009 | Correction to Change Order #2 | Approved | 11/18/2011 | $0.00 | 88.0 | |||||
| 010 | Correct Adjusted DAte from CO#3 | Approved | 11/18/2011 | $0.00 | 41.0 | |||||
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 | 071041 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE11800750741 | |||||||
| Estimate Nbr | 0022 | Period | 09/05/2009 TO 12/06/2011 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | DE11800750741 | Fed/State Project Number | NH 75-1(70) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DGA BASE | 00001 | TON | 31,787.00 | 31,787.000 | 25,295.030 | 25,295.030 | 15.75 | 398,396.72 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 182.00 | 182.000 | 159.570 | 159.570 | 65.00 | 10,372.05 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,008.00 | 1,008.000 | 1,111.460 | 1,111.460 | 50.00 | 55,573.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 500.00 | 500.000 | 983.210 | 983.210 | 45.00 | 44,244.45 | |||
| 0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 15,702.60 | 15,702.600 | 4.000 | 15,006.310 | 15,010.310 | 39.00 | 156.00 | 585,402.09 | |
| 0070 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 57,787.00 | 57,787.000 | 48,567.680 | 48,567.680 | 39.00 | 1,894,139.52 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 11,380.40 | 9,760.400 | 12,338.080 | 12,338.080 | 40.00 | 493,523.20 | |||
| 0090 | CL3 ASPH BASE 1.00D PG64-22 PERF PIPE CAP | 00214 | TON | 3,500.00 | 3,500.000 | 2,781.000 | 2,781.000 | 50.50 | 140,440.50 | |||
| 0100 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 39,896.80 | 41,516.800 | 38,089.400 | 38,089.400 | 45.00 | 1,714,023.00 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 120.96 | 120.960 | 133.700 | 133.700 | 400.00 | 53,480.00 | |||
| 0120 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 5,511.91 | 5,511.910 | 4,037.660 | 4,037.660 | 47.00 | 189,770.02 | |||
| 0130 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 15,718.00 | 10,465.000 | -5,392.410 | 14,725.780 | 9,333.370 | 66.00 | -355,899.06 | 616,002.42 | |
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 115,000.00 | 115,000.000 | 95,930.000 | 95,930.000 | 0.65 | 62,354.50 | |||
| 0150 | PERFORATED PIPE-4 INCH | 01000 | LF | 54,256.00 | 54,256.000 | 50,854.000 | 50,854.000 | 4.15 | 211,044.10 | |||
| 0160 | PERFORATED PIPE-6 INCH | 01001 | LF | 56,432.00 | 56,432.000 | 58,648.000 | 58,648.000 | 4.70 | 275,645.60 | |||
| 0170 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 3,095.00 | 3,095.000 | 3,051.500 | 3,051.500 | 10.40 | 31,735.60 | |||
| 0180 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 2,744.00 | 2,744.000 | 3,541.000 | 3,541.000 | 11.00 | 38,951.00 | |||
| 0190 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,350.00 | 19,350.00 | |||
| 0200 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 72.00 | 72.000 | 77.000 | 77.000 | 415.00 | 31,955.00 | |||
| 0210 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 11.00 | 11.000 | 34.000 | 34.000 | 415.00 | 14,110.00 | |||
| 0220 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 33.00 | 33.000 | 8.000 | 8.000 | 435.00 | 3,480.00 | |||
| 0230 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 36.00 | 36.000 | 32.000 | 32.000 | 435.00 | 13,920.00 | |||
| 0240 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 30.00 | 30.000 | 8.000 | 8.000 | 435.00 | 3,480.00 | |||
| 0250 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0260 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 2.00 | 2.000 | 12.000 | 12.000 | 175.00 | 2,100.00 | |||
| 0270 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | EACH | 74.00 | 74.000 | 74.000 | 74.000 | 210.00 | 15,540.00 | |||
| 0280 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 125.000 | 125.000 | 100.00 | 12,500.00 | |||
| 0290 | REMOVE CURB | 01904 | LF | 360.00 | 360.000 | 80.000 | 80.000 | 12.00 | 960.00 | |||
| 0300 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 245.00 | 245.000 | 217.000 | 217.000 | 6.00 | 1,302.00 | |||
| 0310 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0320 | REMOVE PAVEMENT | 02091 | SQYD | 4,000.00 | 4,000.000 | 3,363.000 | 3,363.000 | 10.75 | 36,152.25 | |||
| 0330 | BREAKING AND SEATING PAVEMENT | 02107 | SQYD | 158,000.00 | 158,000.000 | 147,033.430 | 147,033.430 | 0.30 | 44,110.02 | |||
| 0340 | SAW-CLEAN-RESEAL TVERSE JOINT BRIDGE EXPANSION JOINTS | 02115 | LF | 152.00 | 152.000 | 76.000 | 76.000 | 10.00 | 760.00 | |||
| 0350 | REMOVE PAVED DITCH | 02165 | SQYD | 1,175.00 | 1,175.000 | 1,173.000 | 1,173.000 | 15.00 | 17,595.00 | |||
| 0360 | EMBANKMENT IN PLACE | 02230 | CUYD | 8,834.00 | 8,834.000 | 8,834.000 | 8,834.000 | 18.00 | 159,012.00 | |||
| 0370 | DITCHING | 02237 | LF | 20,066.00 | 20,066.000 | 20,277.000 | 20,277.000 | 4.59 | 93,071.43 | |||
| 0380 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 30,800.00 | 30,800.000 | 29,787.500 | 29,787.500 | 15.50 | 461,706.25 | |||
| 0390 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 412.50 | 412.500 | 275.000 | 275.000 | 25.00 | 6,875.00 | |||
| 0400 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0410 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0420 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 13.00 | 13.000 | 17.000 | 17.000 | 2,400.00 | 40,800.00 | |||
| 0430 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 675.00 | 11,475.00 | |||
| 0440 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 0450 | REMOVE GUARDRAIL | 02381 | LF | 31,845.00 | 31,845.000 | 30,764.500 | 30,764.500 | 1.60 | 49,223.20 | |||
| 0460 | CHANNEL LINING CLASS II | 02483 | TON | 60.00 | 60.000 | 58.040 | 58.040 | 25.00 | 1,451.00 | |||
| 0470 | CHANNEL LINING CLASS III | 02484 | TON | 1,700.00 | 1,700.000 | 1,834.660 | 1,834.660 | 20.00 | 36,693.20 | |||
| 0480 | SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 8.06 | 0.00 | |||
| 0490 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 3,725.00 | 3,725.000 | 3,901.000 | 3,901.000 | 1.50 | 5,851.50 | |||
| 0500 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0510 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,420.00 | 29,680.00 | |||
| 0520 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,650.00 | 25,650.00 | |||
| 0530 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 1,500.00 | 1,500.000 | 203.390 | 203.390 | 24.50 | 4,983.05 | |||
| 0540 | TEMPORARY SILT FENCE | 02701 | LF | 760.00 | 760.000 | 445.000 | 445.000 | 1.05 | 467.25 | |||
| 0550 | SILT TRAP TYPE B | 02704 | EACH | 80.00 | 80.000 | 18.000 | 18.000 | 225.00 | 4,050.00 | |||
| 0560 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 160.00 | 160.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0570 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 760.00 | 760.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0580 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0590 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 212.00 | 212.000 | 212.000 | 212.000 | 410.00 | 86,920.00 | |||
| 0600 | EROSION CONTROL BLANKET | 05950 | SQYD | 85,033.00 | 85,033.000 | 90,774.150 | 90,774.150 | 1.07 | 97,128.34 | |||
| 0610 | TOPDRESSING FERTILIZER | 05966 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0620 | SEEDING AND PROTECTION | 05985 | SQYD | 213,290.00 | 213,290.000 | 12,977.889 | 12,977.889 | 0.23 | 2,984.91 | |||
| 0630 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 200.00 | 200.000 | 8.000 | 8.000 | 30.00 | 240.00 | |||
| 0640 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 20.00 | 20.000 | 12.000 | 12.000 | 30.00 | 360.00 | |||
| 0660 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 301,500.00 | 301,500.000 | 285,625.000 | 285,625.000 | 0.20 | 57,125.00 | |||
| 0670 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 920.00 | 920.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0680 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 786.00 | 786.000 | 730.000 | 730.000 | 18.00 | 13,140.00 | |||
| 0690 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0700 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 808.00 | 808.000 | 2.000 | 2.000 | 4.20 | 8.40 | |||
| 0710 | CONCRETE-CLASS A | 08100 | CUYD | 6.82 | 6.820 | 6.820 | 6.820 | 1,700.00 | 11,594.00 | |||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 882.40 | 882.400 | 882.400 | 882.400 | 1.50 | 1,323.60 | |||
| 0730 | STEEL REINFORCEMENT | 08150 | LB | 1,604.00 | 1,604.000 | 134.000 | 134.000 | 1.50 | 201.00 | |||
| 0740 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 1.00 | 1.000 | 0.460 | 0.460 | 5,000.00 | 2,300.00 | |||
| 0750 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 10,000.00 | 10,000.000 | 34,188.950 | 34,188.950 | 1.00 | 34,188.95 | |||
| 0760 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 150,000.00 | 150,000.000 | 89,522.480 | 89,522.480 | 1.00 | 89,522.48 | |||
| 0770 | FUEL ADJUSTMENT | 10020NS | DOLL | 60,000.00 | 60,000.000 | 452.800 | 97,381.730 | 97,834.530 | 1.00 | 452.80 | 97,834.53 | |
| 0780 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 180,000.00 | 180,000.000 | 4,077.760 | 406,607.680 | 410,685.440 | 1.00 | 4,077.76 | 410,685.44 | |
| 0790 | GRANULAR EMBANKMENT | 20072ES805 | TON | 2,700.00 | 2,700.000 | 2,393.270 | 2,393.270 | 17.50 | 41,882.22 | |||
| 0800 | REPLACE EXPANSION DAM-2 IN | 20170ED | LF | 60.00 | 60.000 | 60.000 | 60.000 | 1,100.00 | 66,000.00 | |||
| 0810 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0820 | REM ASPHALT WEDGE CURB | 20192ED | LF | 1,452.00 | 1,452.000 | 1,452.000 | 1,452.000 | 1.60 | 2,323.20 | |||
| 0830 | REMOVE FLUME | 20195ED | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0840 | MILLED RUMBLE STRIPS | 20314ED | LF | 118,460.00 | 118,460.000 | 114,240.000 | 114,240.000 | 0.20 | 22,848.00 | |||
| 0850 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0860 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | LF | 78,000.00 | 78,000.000 | 70,265.000 | 70,265.000 | 0.21 | 14,755.65 | |||
| 0870 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | LF | 63,000.00 | 63,000.000 | 59,100.000 | 59,100.000 | 0.21 | 12,411.00 | |||
| 0880 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0890 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 8000 | EW~ Median Cross Over Removal | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 8001 | EW~ Truck Mounted Variable Message Sign | 10103NX | HOUR | 0.00 | 560.000 | 387.000 | 387.000 | 70.00 | 27,090.00 | |||
| 8002 | CL4 ASPH SURF 0.38A PG64-22 CHANGE TO PG 64-22 BINDER GOLDBUG PLANT 5.8% AC | 23128ES403 | TON | 0.00 | 2,897.270 | 3,047.410 | 0.000 | 3,047.410 | 60.20 | 183,454.08 | 183,454.08 | |
| 8003 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 51,696.100 | 51,696.100 | 51,696.100 | 1.00 | 51,696.10 | |||
| 8004 | CL4 ASPH SURF 0.38A PG64-22 CHANGE TO PG 64-22 BINDER LONDON PLANT 5.6% AC | 23128ES403 | TON | 0.00 | 2,355.000 | 2,355.000 | 0.000 | 2,355.000 | 60.40 | 142,242.00 | 142,242.00 | |
| 8005 | PROJECT WAGE RATE ADJUSTMENT Phase II | 10035NS | DOLL | 0.00 | 445.380 | 445.380 | 445.380 | 1.00 | 445.38 | |||
| 8006 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 4,682.390 | 4,682.390 | 4,682.390 | 1.00 | 4,682.39 | |||
| 8007 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 8008 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 996.010 | 996.010 | 0.000 | 996.010 | 1.00 | 996.01 | 996.01 | |
| Project | DE11800750741 | Fed/State Project Number | NH 75-1(70) | Category | 0003 DEMOBILIZATION | |||||||
| 0900 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 290,000.00 | 290,000.00 | |||
| 0910 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 156,009.80 | 39,002.45 | 156,009.80 | |
| SUBTOT | $14,482.04 |
$10,243,393.42 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||