|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:02/04/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071113 | Estimate Number | 0054 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12340) Childers, Charles B. (Chuck), P.E. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code VC0000008864 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 01/01/2012 TO 01/17/2014 | ||||||
| Date Approved | 02/04/2014 | ||||||
| Primary Proj Number | DE09804600713 | ||||||
| Project No. | APD 80-6 (28) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | GREASY CREEK-YEAGER ROAD (US 460) | ||||||
| Description | PIKEVILLE TO VIRGINIA STATE LINE; US 460/KY 80 FROM US 23 AT YEAGER TO GREASY CREEK | ||||||
| Date Let | 03/23/2007 | Formal Acceptance | 11/23/2011 | ||||
| Date Awarded | 04/03/2007 | Date Work Began | 04/12/2007 | ||||
| Date Contract Executed | 04/05/2007 | Open To Traffic | 06/18/2010 | ||||
| Date NTP Issued | 04/05/2007 | Actual Completion Date | 06/18/2010 | ||||
| Current Contract Amount | $13,839,139.78 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,755,704.06 |
Total Earnings | $13,371,133.54 |
$13,221,932.81 |
$149,200.73 |
|
| Percent Complete | 97.05 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $407,925.39 |
Gross Earnings | $13,371,133.54 |
$13,221,932.81 |
$149,200.73 |
|
| Total Change Orders | $-1,916,564.28 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,431,214.39 |
$13,282,013.66 |
$149,200.73 |
|||
| Contract Id | 071113 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0054 | Project Number | APD 80-6 (28) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 01/01/2012 TO 01/17/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | DRAINAGE CHANGES DUE TO WASTE AREA | Approved | 10/05/2007 | $-32.50 | 0.0 | |||||
| 002 | Fence Relocation | Approved | 04/04/2008 | $2,937.50 | 0.0 | |||||
| 003 | Change from PG 76-22 to PG 64-22 base - Adjust Fuel & Asph | Approved | 11/25/2008 | $-0.60 | 0.0 | |||||
| 004 | Fence to Restrict access to project | Approved | 10/02/2009 | $1,110.00 | 0.0 | |||||
| 005 | Revised ditchline construction\ Underrun Surfacing quantitie | Approved | 10/04/2011 | $-1,920,578.68 | 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 |
||
| DE09804600713 | 0100 | CL4 ASPH SURF 9.50A PG76-22 | RIDEABILITY | 0045 | 0.00 |
$0.00 |
$60,080.85 |
||
| Contract Id | 071113 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE09804600713 | |||||||
| Estimate Nbr | 0054 | Period | 01/01/2012 TO 01/17/2014 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE09804600713 | Fed/State Project Number | APD 80-6 (28) | 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 | CRUSHED STONE BASE | 00003M | MTON | 80,701.00 | 73,433.270 | 72,433.270 | 72,433.270 | 20.86 | 1,510,958.01 | |||
| 0020 | TRAFFIC BOUND BASE | 00020M | MTON | 7.00 | 7.000 | 0.000 | 0.000 | 31.35 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 569.00 | 569.000 | 481.980 | 481.980 | 41.00 | 19,761.18 | |||
| 0040 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | MTON | 19,090.00 | 9,356.060 | 9,356.060 | 9,356.060 | 52.88 | 494,748.45 | |||
| 0050 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | MTON | 57,841.00 | 45,606.840 | 45,606.840 | 45,606.840 | 52.72 | 2,404,392.60 | |||
| 0060 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 7,212.00 | 19,239.290 | 19,239.290 | 19,239.290 | 53.02 | 1,020,067.15 | |||
| 0070 | CL3 ASPH BASE 25.0D PG76-22 | 00216M | MTON | 18,208.00 | 0.000 | 0.000 | 0.000 | 59.72 | 0.00 | |||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 69.00 | 69.000 | 40.440 | 40.440 | 477.25 | 19,299.99 | |||
| 0090 | CL3 ASPH SURF 9.50D PG64-22 | 00339M | MTON | 3,845.00 | 2,343.370 | 2,343.370 | 2,343.370 | 61.95 | 145,171.77 | |||
| 0100 | CL4 ASPH SURF 9.50A PG76-22 | 00342M | MTON | 9,625.00 | 7,413.560 | 7,413.560 | 7,413.560 | 77.00 | 570,844.12 | |||
| 0110 | ASPHALT PLACEMENT WITH MTV | 00338M | MTON | 115,821.00 | 83,959.130 | 83,959.130 | 83,959.130 | 2.28 | 191,426.81 | |||
| 0120 | CULVERT PIPE-375 MM | 00461M | M | 4.20 | 4.200 | 9.100 | 9.100 | 200.00 | 1,820.00 | |||
| 0130 | CULVERT PIPE-1200 MM | 00470M | M | 30.50 | 30.500 | 30.500 | 30.500 | 850.00 | 25,925.00 | |||
| 0140 | STORM SEWER PIPE-450 MM | 00522M | M | 57.80 | 87.800 | 67.100 | 67.100 | 236.00 | 15,835.60 | |||
| 0150 | STORM SEWER PIPE-600 MM | 00524M | M | 84.90 | 84.900 | 96.400 | 96.400 | 284.00 | 27,377.60 | |||
| 0160 | STORM SEWER PIPE-750 MM | 00526M | M | 402.30 | 402.300 | 404.600 | 404.600 | 317.00 | 128,258.20 | |||
| 0170 | STORM SEWER PIPE-900 MM | 00528M | M | 218.80 | 218.800 | 230.200 | 230.200 | 407.00 | 93,691.40 | |||
| 0180 | STORM SEWER PIPE-1200 MM | 00530M | M | 202.70 | 202.700 | 202.600 | 202.600 | 518.00 | 104,946.80 | |||
| 0190 | PERFORATED PIPE-100 MM | 01000M | M | 110.00 | 110.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0200 | PERFORATED PIPE-200 MM | 01002M | M | 200.00 | 200.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0210 | NON-PERFORATED PIPE-100 MM | 01010M | M | 54.00 | 54.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0220 | NON-PERFORATED PIPE-200 MM | 01012M | M | 200.00 | 200.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0230 | PERF PIPE HEADWALL TY 2-100 MM | 01024M | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0240 | REMOVE PIPE | 01310M | M | 3.20 | 3.200 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0250 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 0260 | DROP BOX INLET TYPE 1 | 01490 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,100.00 | 31,000.00 | |||
| 0270 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0280 | DROP BOX INLET TYPE 5B | 01505 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,975.00 | 19,875.00 | |||
| 0290 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,400.00 | 13,200.00 | |||
| 0300 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0310 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0320 | ISLAND HEADER CURB TYPE 2 | 01891M | M | 66.80 | 66.800 | 25.300 | 25.300 | 95.00 | 2,403.50 | |||
| 0330 | BARRICADE-TYPE III | 02014 | EACH | 62.00 | 62.000 | 9.000 | 9.000 | 145.00 | 1,305.00 | |||
| 0340 | TEMPORARY DITCH | 02159M | M | 630.00 | 630.000 | 328.000 | 328.000 | 16.75 | 5,494.00 | |||
| 0350 | ROADWAY EXCAVATION | 02200M | CU M | 554,792.00 | 554,792.000 | 9,912.500 | 559,824.500 | 569,737.000 | 7.19 | 71,270.87 | 4,096,409.03 | |
| 0360 | RESHAPING AND COMPACTING | 02241M | M | 2,946.00 | 560.000 | 560.000 | 560.000 | 1,120.000 | 30.00 | 16,800.00 | 33,600.00 | |
| 0370 | WATER | 02242M | CU M | 1.00 | 1.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0380 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,800.23 | 1,650.230 | 540.255 | 540.255 | 57.25 | 30,929.59 | |||
| 0390 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | M | 167.64 | 167.640 | 41.910 | 41.910 | 84.50 | 3,541.39 | |||
| 0400 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 60.00 | 240.00 | |||
| 0410 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 2,300.00 | 4,600.00 | |||
| 0420 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0430 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 0440 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0450 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0460 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 2,300.00 | 6,900.00 | |||
| 0470 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 1,035.00 | 1,035.000 | 258.000 | 258.000 | 10.00 | 2,580.00 | |||
| 0480 | CHANNEL LINING CLASS IA | 02482M | MTON | 182.00 | 182.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0490 | CHANNEL LINING CLASS II | 02483M | MTON | 20,247.00 | 20,247.000 | 17,774.290 | 17,774.290 | 20.80 | 369,705.23 | |||
| 0500 | CHANNEL LINING CLASS IV | 02488M | CU M | 6,042.00 | 6,042.000 | 5,577.880 | 5,577.880 | 10.00 | 55,778.80 | |||
| 0510 | CEMENT | 02542M | MTON | 5.00 | 5.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0520 | CLEARING AND GRUBBING 2 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,000.00 | 86,000.00 | |||
| 0530 | SIGNS | 02562M | SQ M | 24.00 | 24.000 | 17.300 | 17.300 | 75.00 | 1,297.50 | |||
| 0540 | RETAINING WALL-GABION | 02610M | CU M | 524.00 | 524.000 | 641.080 | 641.080 | 383.00 | 245,533.64 | |||
| 0550 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0560 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 82,850.00 | 82,850.00 | |||
| 0570 | TEMPORARY SILT FENCE | 02701M | M | 3,240.00 | 3,240.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0580 | SILT TRAP TYPE A | 02703 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0590 | SILT TRAP TYPE B | 02704 | EACH | 56.00 | 56.000 | 33.000 | 33.000 | 150.00 | 4,950.00 | |||
| 0600 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 336.00 | 336.000 | 0.000 | 0.000 | 5.30 | 0.00 | |||
| 0610 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 336.00 | 336.000 | 59.000 | 59.000 | 5.30 | 312.70 | |||
| 0620 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 19,440.00 | 19,440.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0630 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0640 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 60.00 | 60.000 | 25.600 | 77.450 | 103.050 | 150.00 | 3,840.00 | 15,457.50 | |
| 0650 | EROSION CONTROL BLANKET | 05950M | SQ M | 10,300.00 | 3,100.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0660 | TEMPORARY MULCH | 05952M | SQ M | 64,000.00 | 64,000.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0670 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 24,800.00 | 24,800.000 | 4,058.362 | 4,058.362 | 0.24 | 974.00 | |||
| 0680 | TOPDRESSING FERTILIZER | 05966M | MTON | 11.40 | 11.400 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0690 | SEEDING AND PROTECTION | 05985M | SQ M | 124,000.00 | 124,000.000 | 119,763.665 | 119,763.665 | 0.35 | 41,917.28 | |||
| 0700 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 16.00 | 16.000 | 2,446.550 | 2,446.550 | 7.00 | 17,125.85 | |||
| 0710 | PAVE STRIPING-THERMO-150 MM W | 06542M | M | 14,467.00 | 14,467.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0720 | PAVE STRIPING-THERMO-150 MM Y | 06543M | M | 11,175.00 | 11,175.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0730 | PAVE STRIPING-THERMO-300 MM W | 06546M | M | 157.00 | 157.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0740 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 15.00 | 15.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0750 | PAVE MARKING-THERMO CROSS-HATCH | 06569M | SQ M | 379.00 | 379.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0760 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 198.20 | 0.00 | |||
| 0770 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0780 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 565.00 | 565.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0790 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0800 | CONCRETE-CLASS A | 08100M | CU M | 19.39 | 19.390 | 18.485 | 18.485 | 1,340.00 | 24,769.90 | |||
| 0810 | STEEL REINFORCEMENT | 08150M | KG | 756.10 | 756.100 | -81.400 | 802.400 | 721.000 | 2.25 | -183.15 | 1,622.25 | |
| 0820 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 231,780.00 | 231,780.000 | 54,762.720 | 54,762.720 | 1.00 | 54,762.72 | |||
| 0830 | FUEL ADJUSTMENT | 10020NS | DOLL | 157,295.00 | 197,967.000 | 98.000 | 159,740.020 | 159,838.020 | 1.00 | 98.00 | 159,838.02 | |
| 0840 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 208,602.00 | 266,023.000 | 444,156.530 | 444,156.530 | 1.00 | 444,156.53 | |||
| 0850 | SILT TRAP TYPE C | 20496NS843 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0860 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 336.00 | 336.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0870 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0880 | FABRIC GEOTEXTILE TY IV FOR PIPE 1 | 21435MS214 | SQ M | 12,760.00 | 12,760.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0890 | DROP BOX INLET TY 5B-TOP PHASE | 21971NN | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,950.00 | 15,600.00 | |||
| 0930 | CONDUIT-88 MM RIGID STEEL | 04798M | M | 365.00 | 365.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0940 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 50,000.00 | 50,000.000 | 19,321.797 | 19,321.797 | 0.22 | 4,250.79 | |||
| 0950 | PAVED DITCH TYPE 1 | 02157M | SQ M | 300.00 | 300.000 | 0.000 | 0.000 | 98.50 | 0.00 | |||
| 0960 | SODDING | 05990M | SQ M | 4,674.00 | 4,674.000 | 0.000 | 0.000 | 4.80 | 0.00 | |||
| 8000 | SAFELOADING | 02690M | CU M | 0.00 | 4.000 | 4.590 | 4.590 | 200.00 | 918.00 | |||
| 8001 | MODIFY EXISTING DRAINAGE BOX | 21583NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 675.00 | 675.00 | |||
| 8002 | FENCE-1.8 M CHAIN LINK w/ 3 STRANDS OF BARBED WIRE | 02274M | M | 0.00 | 25.000 | 23.000 | 23.000 | 37.50 | 862.50 | |||
| 8003 | DOUBLE VEHICULAR CHAIN LINK GATE 2.4 M x 8.5 M | 02287 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 8004 | RECONSTRUCT MEDIAN BOX INLET | 01633 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 3,200.00 | 16,000.00 | |||
| 8005 | SINGLE VEHICULAR WOVEN WIRE GATE FARM GATE - STEEL PIPE | 02288 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,110.00 | 1,110.00 | |||
| 8006 | CLEAN PIPE STRUCTURE (PIPE AND DROP BOX) | 03262 | EACH | 0.00 | 7.000 | 10.500 | 10.500 | 2,400.00 | 25,200.00 | |||
| 8007 | HIGH SLUMP 3000 PSI GROUT | 24278EC | CU M | 0.00 | 275.000 | 155.295 | 155.295 | 276.00 | 42,861.42 | |||
| 8008 | REMOVE AND RESHAPE MEDIAN DITCH STONE | 24384MC | M | 0.00 | 1,350.000 | 1,701.000 | 1,701.000 | 40.10 | 68,210.10 | |||
| Project | DE09804600713 | Fed/State Project Number | APD 80-6 (28) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0900 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 229,500.00 | 229,500.00 | |||
| 0910 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 229,500.00 | 57,375.00 | 229,500.00 | |
| Project | DE09804600713 | Fed/State Project Number | APD 80-6 (28) | Category | 0003 TRAINEES | |||||||
| 0920 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 741.500 | 741.500 | 1.00 | 741.50 | |||
| SUBTOT | $149,200.72 |
$13,371,133.47 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||