| Contract ID: | 110475 | Estimate Number: | 0024 , Final | Spec Year: | 2009 | |||
| Primary JP: | 20303(04) | Residency: | ARDMORE (07200) | Contract No: | 810015 | |||
| Date Created: | 02/05/2015 | Contractor FEI: | 481302179 | Account No: | 400700 |
| Project Number(s): | STPY-150C(090) | ||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE SH-77D: FROM THE US-77 JUNCTION, EXTEND SOUTHEAST. PROJECT LENGTH = 1.907 MILES. | ||||||||
| Primary County: | MURRAY | ||||||||
| Name of Road: | SH-77D | ||||||||
| Prime Contractor: | MERIDIAN CONTRACTING, INC. | Time Charged: | 246.00 | ||||||
| 17500 S SOONER ROAD | Time Allowed: | 227.00 | |||||||
| NORMAN , OK 73701 | Percent Time: | 108.37 % | |||||||
| Paid To Date: | $4,414,224.44 | Payable This Statement: | $42,000.00 |
| CONTRACTOR AFFIDAVIT |
| STATE OF ___________________ | ) | |
| ) § | ||
| COUNTY OF __________________ | ) |
| The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
| Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
| indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
| Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
| Further affiant sayeth not. |
| MERIDIAN CONTRACTING, INC. |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 110475 | Estimate Number: | 0024 | Contract No: | 810015 | |||
| Residency: | ARDMORE (07200) | Estimate Type: | Final | Account No: | 400700 | |||
| Project Number(s): | STPY-150C(090) | ||||||||||||
| Primary Job Piece No: | 20303(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE SH-77D: FROM THE US-77 JUNCTION, EXTEND SOUTHEAST. PROJECT LENGTH = 1.907 MILES. | ||||||||||||
| Primary County: | MURRAY | ||||||||||||
| Name of Road: | SH-77D | ||||||||||||
| Prime Contractor: | MERIDIAN CONTRACTING, INC. | ||||||||||||
| 17500 S SOONER ROAD | |||||||||||||
| NORMAN , OK 73701 | |||||||||||||
| Surety Company: | SAFECO INSURANCE COMPANY | ||||||||||||
| Date Let: | 05/17/2012 | NTP Effective Date: | 08/06/2012 | Pay Period: | 08/16/2014 TO 12/02/2014 |
| Date Awarded: | 06/04/2012 | Date Work Began: | 08/06/2012 | Original Contract Time: | 180 |
| Date Contract Executed: | 06/15/2012 | Date Time Stopped: | 01/31/2014 | Current Time Charged: | 246.00 |
| Date NTP Issued: | 06/20/2012 | Completion Date: | 01/31/2014 | Current Time Allowed: | 227.00 |
| General Liability Expires: | 04/01/2015 | Workman's Comp Expires: | 04/01/2015 | Percent Time Used: | 108.37 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $4,513,391.00 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $4,522,478.24 | Participating: | $4,467,895.59 | $4,467,895.59 | $0.00 | ||
| Percent Complete: | 97.61 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $108,253.80 | Total Earnings: | $4,467,895.59 | $4,467,895.59 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $4,467,895.59 | $4,467,895.59 | $0.00 | ||||
| Other Adjustments: | $-34,671.15 | $-34,671.15 | $0.00 | ||||
| Liq Dam/Disincentive: | $-19,000.00 | $-61,000.00 | $42,000.00 | ||||
| TOTAL: | $4,414,224.44 | $4,372,224.44 | $42,000.00 | ||||
| Contract ID: | 110475 | Estimate Number: | 0024 | Primary JP: | 20303(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Adds 18" CGSP and Type A4 CET's | Approved | 02/04/2013 | 5.0 | $9,087.24 |
| 002 | Final Contract Item Quantities | Approved | 11/26/2014 | 0.0 | $-54,582.66 |
| 003 | Credits Time Charged | Approved | 12/02/2014 | 42.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20303(04) | 0012 | rock fall fence | Stockpiled Material Initial Payment | 0008 | $57,455.98 |
| 20303(04) | 0012 | rock fall fence | Stockpiled Material Adjustment | 0016 | $-33,455.99 |
| 20303(04) | 0012 | rock fall fence | Stockpiled Material Adjustment | 0015 | $-23,999.99 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0012 | --4.0 | $1,000.00 | $-4,000.00 |
| System Application of Liquidated Damages | 0013 | --15 | $1,000.00 | $-15,000.00 |
| System Application of Liquidated Damages | 0014 | --7.0 | $1,000.00 | $-7,000.00 |
| System Application of Liquidated Damages | 0015 | --12 | $1,000.00 | $-12,000.00 |
| System Application of Liquidated Damages | 0016 | --14 | $1,000.00 | $-14,000.00 |
| System Application of Liquidated Damages | 0017 | --9.0 | $1,000.00 | $-9,000.00 |
| System Application of Liquidated Damages | 0024 | -42.0 | $1,000.00 | $42,000.00 | Subtotals For Liquidated Damages | $-19,000.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Lane Rental | 0016 | $-21,000.00 |
| Lane Rental | 0023 | $11,000.00 | Subtotals For Contract Adjustments | $-10,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 3,530.12 | $-0.84 | $-2,969.01 |
| 20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,685.03 | $-0.84 | $-1,417.19 |
| 20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 0.00 | $0.00 | $-672.00 |
| 20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | 0.00 | $0.00 | $-1,120.00 |
| 20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 3,995.23 | $-0.84 | $-3,360.19 |
| 20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 120.23 | $-1.05 | $-126.37 |
| 20303(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | -0.37 | $-0.94 | $0.35 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 813.56 | $-0.96 | $-781.99 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 663.51 | $-0.96 | $-637.77 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | 0.00 | $0.00 | $-1,260.00 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 2,773.22 | $-0.96 | $-2,665.62 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 384.41 | $-1.20 | $-461.75 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 2,039.20 | $-1.20 | $-2,449.49 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 2,177.23 | $-1.20 | $-2,615.29 |
| 20303(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 31.96 | $-1.08 | $-34.56 |
| 20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-493.20 |
| 20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-1,029.24 |
| 20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-166.56 |
| 20303(04) | 0023 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-2,411.27 | Subtotals For Line Item Adjustments | $-24,671.15 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| No milestones exist for this contract. | |||||||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 110475 | Estimate Number: | 0024 | Primary JP: | 20303(04) | |||
| Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
| Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 14,295.000 | 14,295.000 | 14,295.000 | $7.00 | $0.00 | $100,065.00 | |
| 0003 | ROCK EXCAVATION | 202(C) 0182 | CY | 74,179.000 | 74,179.000 | 74,179.000 | $9.50 | $0.00 | $704,700.50 | |
| 0004 | PRESPLITTING OF ROCK | 202(G) 0189 | F DR | 4,000.000 | 3,460.000 | 3,460.000 | $32.00 | $0.00 | $110,720.00 | |
| 0005 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
| 0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 8,237.000 | 4,763.000 | 4,763.000 | $2.00 | $0.00 | $9,526.00 | |
| 0007 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 756.000 | 329.000 | 329.000 | $9.00 | $0.00 | $2,961.00 | |
| 0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 4,721.000 | 22,281.280 | 22,281.280 | $2.00 | $0.00 | $44,562.56 | |
| 0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.000 | 1.470 | 1.470 | $1,000.00 | $0.00 | $1,470.00 | |
| 0011 | MOWING | 241 2832 | AC | 4.000 | 0.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
| 0012 | (SP) ROCKFALL PROTECTION | 247 8011 | LF | 2,394.000 | 2,307.000 | 2,307.000 | $80.00 | $0.00 | $184,560.00 | |
| 0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 6,533.000 | 5,951.120 | 5,951.120 | $30.00 | $0.00 | $178,533.60 | |
| 0014 | FLY ASH | 307(A) 4200 | TON | 941.000 | 1,026.380 | 1,026.380 | $140.00 | $0.00 | $143,693.20 | |
| 0015 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 21,769.000 | 20,935.340 | 20,935.340 | $1.30 | $0.00 | $27,215.94 | |
| 0016 | SEPARATOR FABRIC | 325 5271 | SY | 15,540.000 | 15,322.680 | 15,322.680 | $1.50 | $0.00 | $22,984.03 | |
| 0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,711.000 | 2,645.260 | 2,645.260 | $25.00 | $0.00 | $66,131.50 | |
| 0018 | TACK COAT | 407(B) 0250 | GAL | 8,004.000 | 4,174.000 | 4,174.000 | $3.50 | $0.00 | $14,609.00 | |
| 0019 | PRIME COAT | 408 5774 | GAL | 8,784.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 9,663.000 | 9,330.240 | 9,330.240 | $80.00 | $0.00 | $746,419.20 | |
| 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 8,618.000 | 8,881.410 | 8,881.410 | $90.00 | $0.00 | $799,326.90 | |
| 0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 30.000 | 29.150 | 29.150 | $35.00 | $0.00 | $1,020.25 | |
| 0023 | CLASS AA CONCRETE | 509(A) 0319 | CY | 235.000 | 242.780 | 242.780 | $600.00 | $0.00 | $145,668.00 | |
| 0024 | REINFORCING STEEL | 511(A) 0332 | LB | 5,312.000 | 5,511.510 | 5,511.510 | $1.25 | $0.00 | $6,889.39 | |
| 0025 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 24,640.000 | 24,640.000 | 24,640.000 | $1.35 | $0.00 | $33,264.00 | |
| 0026 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 198.000 | 140.780 | 140.780 | $40.00 | $0.00 | $5,631.20 | |
| 0027 | INLET CDI RCB DES. 2 | 611(G) 5388 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0028 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| 0029 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 62.000 | 62.000 | 62.000 | $75.00 | $0.00 | $4,650.00 | |
| 0030 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $900.00 | $0.00 | $900.00 | |
| 0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
| 0032 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 4.000 | 4.000 | 4.000 | $1,000.00 | $0.00 | $4,000.00 | |
| 0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 26,275.000 | 26,162.100 | 26,162.100 | $4.00 | $0.00 | $104,648.40 | |
| 0034 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 544.000 | 544.000 | 544.000 | $3.50 | $0.00 | $1,904.00 | |
| 0035 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 8,588.000 | 8,462.280 | 8,462.280 | $26.00 | $0.00 | $220,019.28 | |
| 0036 | GUARDRAIL ANCHOR UNIT (TYPE A) | 623(F) 4446 | EA | 4.000 | 6.000 | 6.000 | $2,800.00 | $0.00 | $16,800.00 | |
| 0037 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 6.000 | $900.00 | $0.00 | $5,400.00 | |
| 0038 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,750.00 | $0.00 | $11,000.00 | |
| 0039 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 8.000 | $2,750.00 | $0.00 | $22,000.00 | |
| 0040 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 11,162.000 | 12,456.000 | 12,456.000 | $6.00 | $0.00 | $74,736.00 | |
| 0041 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 5.000 | 5.000 | 5.000 | $1,500.00 | $0.00 | $7,500.00 | |
| 0042 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 189.000 | 185.000 | 185.000 | $15.00 | $0.00 | $2,775.00 | |
| 8000 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 0.000 | 114.000 | 114.000 | $38.66 | $0.00 | $4,407.24 | |
| 8001 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 0.000 | 4.000 | 4.000 | $1,170.00 | $0.00 | $4,680.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $3,982,871.19 | ||||||||
| Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0043 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0044 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 139.000 | 139.000 | $30.00 | $0.00 | $4,170.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $24,170.00 | ||||||||
| Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
| 0045 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 77.500 | 82.300 | 82.300 | $22.00 | $0.00 | $1,810.60 | |
| 0046 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 139.500 | 153.000 | 153.000 | $12.00 | $0.00 | $1,836.00 | |
| 0047 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 91,636.000 | 73,646.000 | 73,646.000 | $0.50 | $0.00 | $36,823.00 | |
| Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $0.00 | $40,469.60 | ||||||||
| Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0600/STAKING | ||||||||
| 0048 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $45,000.00 | ||||||||
| Fed/State Project Number: STPY-150C(090) | Project: 20303(04) | Category: 0640/CONTRUCTION | ||||||||
| 0049 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0050 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
| 0051 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $353,384.80 | $0.00 | $353,384.80 | |
| Subtotals For Category 0640/CONTRUCTION | $0.00 | $375,384.80 | ||||||||
| Subtotals For Project STPY-150C(090) /20303(04) | $0.00 | $4,467,895.59 | ||||||||