|
Report_Id: 195139 Est NO 0005 |
Date:06/19/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 195139 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02360) West, Matthew B. | ||||||
| Contractor | SCOTT AND MURPHY INC | ADDR SN 0 VC Code KY0036484 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 05/15/2020 TO 05/28/2020 | ||||||
| Date Approved | 06/05/2020 | ||||||
| Primary Proj Number | DE09200621950 | ||||||
| Project No. | STP BRZ 9030 (169), STP BRZ 5038 (116) | ||||||
| Primary County | OHIO | ||||||
| Name of Road | US-62 | ||||||
| Description | OVER THREE LICK FORK | ||||||
| Date Let | 09/20/2019 | Formal Acceptance | |||||
| Date Awarded | 10/04/2019 | Date Work Began | 04/14/2020 | ||||
| Date Contract Executed | 11/05/2019 | Open To Traffic | |||||
| Date NTP Issued | 11/05/2019 | Actual Completion Date | |||||
| Current Contract Amount | $2,119,303.05 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,119,303.05 |
Total Earnings | $589,083.29 |
$298,050.48 |
$291,032.81 |
|
| Percent Complete | 32.13 |
Stockpiled Materials | $91,773.50 |
$240,006.20 |
$-148,232.70 |
|
| Funds Available | $1,438,446.26 |
Gross Earnings | $680,856.79 |
$538,056.68 |
$142,800.11 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $680,856.79 |
$538,056.68 |
$142,800.11 |
|||
| Contract Id | 195139 | Change Order Summary |
County | OHIO | ||||||
| Estimate Nbr | 0005 | Project Number | STP BRZ 9030 (169), STP BRZ 5038 (116) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 05/15/2020 TO 05/28/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 195139 | COMMONWEALTH OF KENTUCKY |
County | OHIO | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE09200621950 | ||||||
| Estimate Nbr | 0005 | Period | 05/15/2020 TO 05/28/2020 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR09200621900 | Fed/State Project Number | STP BRZ 9030 (169) | Category | 0001 BRIDGE - 092B00033N | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 330.00 | 330.000 | 0.000 | 0.000 | 34.45 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,885.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 119.75 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 350.00 | 350.000 | 0.000 | 0.000 | 97.50 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 119.75 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 565.00 | 0.00 | |||
| 0040 | CULVERT PIPE-24 IN | 00464 | LF | 408.00 | 408.000 | 0.000 | 0.000 | 63.75 | 0.00 | |||
| 0045 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,242.45 | 0.00 | |||
| 0050 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,759.59 | 0.00 | |||
| 0055 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 58.52 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0065 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0070 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 267.65 | 1,070.60 | |||
| 0075 | GRANULAR EMBANKMENT | 02223 | CUYD | 596.00 | 596.000 | 0.000 | 0.000 | 80.32 | 0.00 | |||
| 0080 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 299.50 | 299.500 | 0.000 | 0.000 | 66.12 | 0.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0090 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0095 | REMOVE GUARDRAIL | 02381 | LF | 580.00 | 580.000 | 600.000 | 600.000 | 4.00 | 2,400.00 | |||
| 0100 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,376.27 | 6,376.27 | |||
| 0105 | EDGE KEY | 02585 | LF | 49.00 | 49.000 | 0.000 | 0.000 | 22.45 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.150 | 0.200 | 4,472.47 | 223.62 | 894.49 | |
| 0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,002.99 | 4,005.98 | |||
| 0120 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0125 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 166.70 | 0.00 | |||
| 0130 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.150 | 0.350 | 1,679.01 | 335.80 | 587.65 | |
| 0135 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 62,000.00 | 62,000.00 | |||
| 0140 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 82.62 | 0.00 | |||
| 0145 | EROSION CONTROL BLANKET | 05950 | SQYD | 457.00 | 457.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0150 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0155 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,586.40 | 37,586.40 | |||
| 0160 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,006.00 | 1,006.000 | 759.890 | 759.890 | 43.19 | 32,819.64 | |||
| 0165 | TEST PILES | 08033 | LF | 130.00 | 130.000 | 140.910 | 140.910 | 68.19 | 9,608.65 | |||
| 0170 | PILES-STEEL HP12X53 | 08046 | LF | 905.00 | 905.000 | 951.500 | 951.500 | 66.99 | 63,740.98 | |||
| 0175 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 126.86 | 2,029.76 | |||
| 0180 | CONCRETE-CLASS A | 08100 | CUYD | 39.40 | 39.400 | 39.400 | 39.400 | 871.65 | 34,343.01 | |||
| 0185 | CONCRETE-CLASS AA | 08104 | CUYD | 196.70 | 196.700 | 0.000 | 0.000 | 899.41 | 0.00 | |||
| 0190 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 41,713.00 | 41,713.000 | 6,934.000 | 6,934.000 | 1.13 | 7,835.42 | |||
| 0195 | LONGITUDINAL EDGE KEY | 21289ED | LF | 446.00 | 446.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0200 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,800.57 | 0.00 | |||
| 0205 | RAIL SYSTEM TYPE III | 21532ED | LF | 234.00 | 234.000 | 0.000 | 0.000 | 121.95 | 0.00 | |||
| 0210 | CONCRETE SEALING | 23378EC | SQFT | 8,797.00 | 8,797.000 | 0.000 | 0.000 | 5.43 | 0.00 | |||
| 0215 | PPC I-BEAM HN 48-49 | 24520EC | LF | 577.50 | 577.500 | 577.500 | 0.000 | 577.500 | 481.74 | 278,204.85 | 278,204.85 | |
| Project | BR09200621900 | Fed/State Project Number | STP BRZ 9030 (169) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0220 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,853.80 | 18,853.80 | |||
| 0225 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.73 | 0.00 | |||
| SUBTOT | $278,764.27 |
$562,357.52 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0215-1-0I |
PPC I-BEAM HN 48-49 | LF |
577.50 | 0001 | $256.680000 | $148,232.70 | ||||||
0215-1-0A |
PPC I-BEAM HN 48-49 | LF |
577.50 | 0005 | $256.680000 | -148,232.70 | $-148,232.70 | |||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE09200621950 | Fed/State Project Number | STP BRZ 5038 (116) | Category | 0001 PAVING | |||||||
| 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 | |
| 0230 | CRUSHED STONE BASE | 00003 | TON | 600.00 | 600.000 | 0.000 | 0.000 | 34.45 | 0.00 | |||
| 0235 | ASPHALT SEAL AGGREGATE | 00100 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0240 | ASPHALT SEAL COAT | 00103 | TON | 2.50 | 2.500 | 0.000 | 0.000 | 1,885.00 | 0.00 | |||
| 0245 | LEVELING & WEDGING PG64-22 | 00190 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 119.75 | 0.00 | |||
| 0250 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 400.00 | 400.000 | 0.000 | 0.000 | 97.50 | 0.00 | |||
| 0255 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 119.75 | 0.00 | |||
| 0260 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 85.00 | 85.000 | 0.000 | 0.000 | 76.60 | 0.00 | |||
| 0265 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | DE09200621950 | Fed/State Project Number | STP BRZ 5038 (116) | Category | 0002 ROADWAY | |||||||
| 0270 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 47.84 | 0.00 | |||
| 0275 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0280 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0285 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 267.65 | 0.00 | |||
| 0290 | TEMP DITCH | 02159 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0295 | CLEAN TEMP DITCH | 02160 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 1.12 | 0.00 | |||
| 0300 | ROADWAY EXCAVATION | 02200 | CUYD | 1,550.00 | 1,550.000 | 0.000 | 0.000 | 36.01 | 0.00 | |||
| 0305 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0310 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0315 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0320 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0325 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0330 | REMOVE GUARDRAIL | 02381 | LF | 600.00 | 600.000 | 675.000 | 675.000 | 4.00 | 2,700.00 | |||
| 0340 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 266.82 | 0.00 | |||
| 0345 | WITNESS POST | 02432 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 252.91 | 0.00 | |||
| 0350 | CLEARING AND GRUBBING 0.2 ACRES | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 16,049.56 | 12,037.17 | 12,037.17 | |
| 0355 | TEMPORARY SIGNS | 02562 | SQFT | 252.00 | 252.000 | 192.950 | 192.950 | 8.48 | 1,636.21 | |||
| 0360 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 22.45 | 0.00 | |||
| 0365 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.150 | 0.200 | 4,627.38 | 231.36 | 925.47 | |
| 0370 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 76.60 | 0.00 | |||
| 0375 | TEMP SILT FENCE | 02701 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 3.84 | 0.00 | |||
| 0380 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 341.38 | 0.00 | |||
| 0385 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 245.80 | 0.00 | |||
| 0390 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 27.19 | 0.00 | |||
| 0395 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 27.19 | 0.00 | |||
| 0400 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,224.04 | 0.00 | |||
| 0405 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0410 | EROSION CONTROL BLANKET | 05950 | SQYD | 270.00 | 270.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0415 | TEMP MULCH | 05952 | SQYD | 2,081.00 | 2,081.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0420 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,081.00 | 2,081.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0425 | INITIAL FERTILIZER | 05963 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0430 | MAINTENANCE FERTILIZER | 05964 | TON | 0.61 | 0.610 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0435 | SEEDING AND PROTECTION | 05985 | SQYD | 2,081.00 | 2,081.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.70 | 3.700 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0445 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,080.00 | 2,080.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0450 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 128.00 | 128.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| Project | DE09200621950 | Fed/State Project Number | STP BRZ 5038 (116) | Category | 0003 BRIDGE-092B00032 | |||||||
| 0455 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 271.40 | 271.400 | 0.000 | 0.000 | 92.60 | 0.00 | |||
| 0460 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 265.00 | 265.000 | 0.000 | 0.000 | 54.09 | 0.00 | |||
| 0465 | RAIL SYSTEM TYPE III | 21532ED | LF | 186.80 | 186.800 | 0.000 | 0.000 | 121.50 | 0.00 | |||
| 0470 | CONCRETE SEALING | 23378EC | SQFT | 8,684.00 | 8,684.000 | 0.000 | 0.000 | 4.94 | 0.00 | |||
| 0475 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 254.00 | 254.000 | 0.000 | 0.000 | 38.95 | 0.00 | |||
| 0480 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 245.00 | 245.000 | 0.000 | 0.000 | 103.83 | 0.00 | |||
| 0485 | TEST PILES | 08033 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 86.38 | 0.00 | |||
| 0490 | PILES-STEEL HP12X53 | 08046 | LF | 228.00 | 228.000 | 0.000 | 0.000 | 80.17 | 0.00 | |||
| 0495 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 126.86 | 0.00 | |||
| 0500 | CONCRETE-CLASS A | 08100 | CUYD | 223.80 | 223.800 | 0.000 | 0.000 | 458.78 | 0.00 | |||
| 0505 | CONCRETE-CLASS AA | 08104 | CUYD | 162.50 | 162.500 | 0.000 | 0.000 | 1,045.63 | 0.00 | |||
| 0510 | STEEL REINFORCEMENT | 08150 | LB | 15,415.00 | 15,415.000 | 0.000 | 0.000 | 1.07 | 0.00 | |||
| 0515 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 38,436.00 | 38,436.000 | 0.000 | 0.000 | 1.14 | 0.00 | |||
| 0520 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 99.00 | 99.000 | 0.000 | 0.000 | 74.07 | 0.00 | |||
| 0525 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 455.00 | 455.000 | 0.000 | 0.000 | 398.07 | 0.00 | |||
| 0530 | DECK DRAIN | 23813EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 485.29 | 0.00 | |||
| Project | DE09200621950 | Fed/State Project Number | STP BRZ 5038 (116) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0535 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 18,853.80 | 9,426.90 | |||
| 0540 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.74 | 0.00 | |||
| SUBTOT | $12,268.53 |
$589,083.28 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0525-1-0I |
PRECAST PC I BEAM TYPE 4 | LF |
455.00 | 0001 | $201.700000 | $91,773.50 | ||||||
| SUBTOT | $91,773.50 |
|||||||||||