Contract ID: | 120292 | Estimate Number: | 0019 | Contract No: | 810408 | |||
Residency: | ADA (03100) | Estimate Type: | Progressive | Account No: | 436300 | |||
Project Number(s): | STP-162C(180)CI | ||||||||||||
Primary Job Piece No: | 25473(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (NS-345): GARR CORNER CUT-OFF OVER SPRING BROOK CREEK, 1.5 MILES SOUTH OF SH-3W. PROJECT LENGTH = 0.775 MILE. | ||||||||||||
Primary County: | PONTOTOC | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (JV) | ||||||||||||
P.O. BOX 3817 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 08/16/2012 | NTP Effective Date: | 02/18/2013 | Pay Period: | 11/01/2013 TO 04/15/2014 |
Date Awarded: | 09/10/2012 | Date Work Began: | 12/17/2012 | Original Contract Time: | 150 |
Date Contract Executed: | 09/27/2012 | Date Time Stopped: | 10/28/2013 | Current Time Charged: | 150.00 |
Date NTP Issued: | 10/02/2012 | Completion Date: | 10/28/2013 | Current Time Allowed: | 150.00 |
General Liability Expires: | 05/01/2014 | Workman's Comp Expires: | 07/01/2014 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $1,662,122.90 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $1,700,308.68 | Participating: | $1,690,561.90 | $1,651,693.86 | $38,868.04 | ||
Percent Complete: | 98.74 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $21,398.39 | Total Earnings: | $1,690,561.90 | $1,651,693.86 | $38,868.04 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $1,690,561.90 | $1,651,693.86 | $38,868.04 | ||||
Other Adjustments: | $-11,651.61 | $-15,256.29 | $3,604.68 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,678,910.29 | $1,636,437.57 | $42,472.72 |
Contract ID: | 120292 | Estimate Number: | 0019 | Primary JP: | 25473(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Addition of Guardrail and Striping | Approved | 10/09/2013 | 0.0 | $32,110.10 |
002 | Addition of Saw Cut Grooving and Slopewall Repair pay items | Approved | 04/04/2014 | 0.0 | $6,075.68 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Initial Payment | 0005 | $6,174.09 |
25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Adjustment | 0006 | $-1,000.72 |
25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Adjustment | 0007 | $-971.20 |
25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Adjustment | 0005 | $-4,202.17 |
25473(04) | 0027 | MOH Beams Ty II | Stockpiled Material Adjustment | 0008 | $-22,638.98 |
25473(04) | 0027 | MOH Beams Ty II | Stockpiled Material Initial Payment | 0001 | $22,638.98 |
25473(04) | 0028 | MOH Br B Rail rebar | Stockpiled Material Initial Payment | 0005 | $1,203.36 |
25473(04) | 0028 | MOH Br B Rail rebar | Stockpiled Material Adjustment | 0010 | $-1,203.36 |
25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Initial Payment | 0005 | $8,397.92 |
25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Adjustment | 0008 | $-210.49 |
25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Adjustment | 0009 | $-3,347.18 |
25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Adjustment | 0007 | $-4,840.25 |
25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Adjustment | 0007 | $-2,165.12 |
25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Adjustment | 0006 | $-2,037.76 |
25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Initial Payment | 0001 | $9,552.00 |
25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Closure | 0014 | $-5,349.12 |
25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Adjustment | 0008 | $-2,037.42 |
25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Initial Payment | 0001 | $28,794.15 |
25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Closure | 0014 | $-13,430.34 |
25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Adjustment | 0006 | $-6,507.27 |
25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Adjustment | 0007 | $-6,819.12 |
25473(04) | 0046 | MOH Beams TY J BT | Stockpiled Material Initial Payment | 0004 | $80,109.24 |
25473(04) | 0046 | MOH Beams TY J BT | Stockpiled Material Adjustment | 0008 | $-80,109.24 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
25473(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,734.04 | $-0.23 | $-409.67 |
25473(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0014 | -148.00 | $73.50 | $-10,878.00 |
25473(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | -3.84 | $-1.18 | $4.54 |
25473(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,364.74 | $-0.27 | $-368.48 |
25473(04) | 0019 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0008 | -1.00 | $1,345.06 | $-1,345.06 |
25473(04) | 0019 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0019 | 1.00 | $1,345.06 | $1,345.06 |
25473(04) | 0047 | CONCRETE RAIL (TR3) | * COMPRESSIVE STRENGTH | 0012 | -1.00 | $2,255.08 | $-2,255.08 |
25473(04) | 0047 | CONCRETE RAIL (TR3) | * COMPRESSIVE STRENGTH | 0019 | 1.00 | $2,255.08 | $2,255.08 | Subtotals For Line Item Adjustments | $-11,651.61 | * = 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: | 120292 | Estimate Number: | 0019 | Primary JP: | 25473(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: STP-162C(180)CI | Project: 25473(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $2,100.00 | $0.00 | $2,100.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 11,200.000 | 11,200.000 | 11,200.000 | $3.68 | $0.00 | $41,216.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 28,705.000 | 28,705.000 | 4,207.000 | 28,705.000 | $5.25 | $22,086.75 | $150,701.25 |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,647.000 | 2,647.000 | 1,295.000 | $1.34 | $0.00 | $1,735.30 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 504.000 | 504.000 | 112.000 | $8.59 | $0.00 | $962.08 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 45,718.000 | 45,718.000 | 42,003.110 | $1.33 | $0.00 | $55,864.14 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 9.450 | 9.450 | 4.970 | $611.10 | $0.00 | $3,037.17 | |
0008 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 2,339.000 | 2,339.000 | 97.140 | 2,436.140 | $39.90 | $3,875.89 | $97,201.99 |
0009 | PROCESSING EXISTING BASE & SURFACE, METHOD B | 311(B) 0152 | LF | 3,870.000 | 3,870.000 | -0.200 | 3,869.800 | $3.15 | $-0.63 | $12,189.87 |
0010 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 780.930 | 780.930 | -36.520 | 1,633.390 | $22.32 | $-815.13 | $36,457.27 |
0011 | TACK COAT | 407(B) 0250 | GAL | 530.240 | 530.240 | 782.000 | 782.000 | $2.10 | $1,642.20 | $1,642.20 |
0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,801.360 | 1,801.360 | -3.840 | 1,730.200 | $73.50 | $-282.24 | $127,169.70 |
0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,178.880 | 1,178.880 | 1,364.740 | $91.35 | $0.00 | $124,669.00 | |
0014 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 5.000 | $256.90 | $0.00 | $1,284.50 | |
0015 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 382.000 | 382.000 | -6.000 | 376.000 | $25.48 | $-152.88 | $9,580.48 |
0016 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4516 | EA | 16.000 | 16.000 | 16.000 | $156.03 | $0.00 | $2,496.48 | |
8001 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 16,400.000 | 16,248.000 | $0.69 | $0.00 | $11,211.12 | |
Subtotals For Category 0100/ROADWAY | $26,353.96 | $679,518.55 | ||||||||
Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0200/BRIDGE 'A' | ||||||||
0017 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 660.300 | 660.300 | 660.300 | $2.68 | $0.00 | $1,769.60 | |
0018 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 211.300 | 211.300 | 211.300 | $5.08 | $0.00 | $1,073.40 | |
0019 | CLASS A CONCRETE | 509(B) 1328 | CY | 391.040 | 391.040 | 0.000 | 391.040 | $310.50 | $0.00 | $121,417.92 |
0020 | SLOPE WALL (5") | 510(C) 6138 | SY | 378.300 | 378.300 | 28.300 | 378.300 | $73.43 | $2,078.07 | $27,778.57 |
0021 | REINFORCING STEEL | 511(A) 1332 | LB | 57,000.000 | 57,000.000 | 57,000.000 | $0.74 | $0.00 | $42,180.00 | |
0022 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 356.940 | 356.940 | 427.650 | $31.70 | $0.00 | $13,556.51 | |
0023 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 118.980 | 118.980 | 110.630 | $25.28 | $0.00 | $2,796.73 | |
0024 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $19,126.25 | $0.00 | $19,126.25 | |
8002 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 0.000 | 162.500 | 0.000 | 162.500 | $16.78 | $0.00 | $2,726.75 |
8003 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 0.000 | 4.000 | 0.000 | 4.000 | $2,134.65 | $0.00 | $8,538.60 |
8004 | TUBULAR METAL TRAFFIC RAIL | 504 6143 | LF | 0.000 | 75.000 | 11.000 | 86.000 | $127.05 | $1,397.55 | $10,926.30 |
8007 | CLSM BACKFILL | 501(G) 6315 | CY | 0.000 | 5.000 | 5.000 | 5.000 | $121.00 | $605.00 | $605.00 |
8008 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $1,072.00 | $1,072.00 | $1,072.00 |
Subtotals For Category 0200/BRIDGE 'A' | $5,152.62 | $253,567.63 | ||||||||
Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0201/BRIDGE 'B' | ||||||||
0025 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 180.000 | 180.000 | 180.000 | $23.54 | $0.00 | $4,237.20 | |
0026 | GRANULAR BACKFILL | 501(F) 6352 | CY | 161.600 | 161.600 | 161.600 | $50.96 | $0.00 | $8,235.14 | |
0027 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 179.000 | 179.000 | 179.000 | $197.89 | $0.00 | $35,422.31 | |
0028 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 176.000 | 176.000 | 176.000 | $85.39 | $0.00 | $15,028.64 | |
0029 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,008.400 | 1,008.400 | 1,008.400 | $4.92 | $0.00 | $4,961.33 | |
0030 | CLASS AA CONCRETE | 509(A) 1326 | CY | 48.500 | 48.500 | 48.500 | $598.55 | $0.00 | $29,029.68 | |
0031 | CLASS A CONCRETE | 509(B) 1328 | CY | 61.200 | 61.200 | 3.700 | 61.200 | $594.05 | $2,197.99 | $36,355.87 |
0032 | REINFORCING STEEL | 511(A) 1332 | LB | 20,180.000 | 20,180.000 | 20,180.000 | $0.96 | $0.00 | $19,372.80 | |
0033 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 264.000 | 264.000 | 264.000 | $28.91 | $0.00 | $7,632.24 | |
0034 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 739.000 | 739.000 | 739.000 | $34.45 | $0.00 | $25,458.55 | |
0035 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 264.000 | 264.000 | 5.000 | 250.500 | $8.56 | $42.80 | $2,144.28 |
0036 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 739.000 | 739.000 | 1.000 | 587.070 | $8.56 | $8.56 | $5,025.31 |
0037 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 782.340 | 782.340 | 472.090 | $33.84 | $0.00 | $15,975.52 | |
0038 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 177.030 | 177.030 | 89.430 | $27.42 | $0.00 | $2,452.17 | |
0039 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 52.000 | 52.000 | 52.000 | $37.27 | $0.00 | $1,938.04 | |
0040 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 60.000 | 60.000 | $7.94 | $0.00 | $476.40 | |
0041 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $19,126.25 | $0.00 | $19,126.25 | |
0042 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,134.65 | $0.00 | $8,538.60 | |
0043 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $1,535.45 | $76.77 | $1,535.46 |
8005 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 182.000 | 182.480 | 182.480 | $7.69 | $1,403.27 | $1,403.27 |
Subtotals For Category 0201/BRIDGE 'B' | $3,729.39 | $244,349.06 | ||||||||
Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0202/BRIDGE 'C' | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 230.000 | 230.000 | 230.000 | $23.54 | $0.00 | $5,414.20 | |
0045 | GRANULAR BACKFILL | 501(F) 6352 | CY | 161.600 | 161.600 | 161.600 | $50.96 | $0.00 | $8,235.14 | |
0046 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 389.000 | 389.000 | 389.000 | $266.88 | $0.00 | $103,816.32 | |
0047 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 354.500 | 354.500 | 0.000 | 354.500 | $85.39 | $0.00 | $30,270.76 |
0048 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,428.200 | 2,428.200 | 2,428.200 | $3.57 | $0.00 | $8,668.67 | |
0049 | CLASS AA CONCRETE | 509(A) 1326 | CY | 116.500 | 116.500 | 116.500 | $545.05 | $0.00 | $63,498.33 | |
0050 | CLASS A CONCRETE | 509(B) 1328 | CY | 93.600 | 93.600 | 93.600 | $540.55 | $0.00 | $50,595.48 | |
0051 | REINFORCING STEEL | 511(A) 1332 | LB | 41,680.000 | 41,680.000 | 41,680.000 | $0.96 | $0.00 | $40,012.80 | |
0052 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 324.000 | 324.000 | 324.000 | $28.55 | $0.00 | $9,250.20 | |
0053 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 645.000 | 645.000 | 645.000 | $35.55 | $0.00 | $22,929.75 | |
0054 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 324.000 | 324.000 | 158.250 | $8.56 | $0.00 | $1,354.62 | |
0055 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 645.000 | 645.000 | 489.340 | $8.56 | $0.00 | $4,188.75 | |
0056 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,853.230 | 1,853.230 | 1,480.390 | $33.84 | $0.00 | $50,096.39 | |
0057 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 303.030 | 303.030 | 181.790 | $27.42 | $0.00 | $4,984.68 | |
0058 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 62.000 | 62.000 | -2.000 | 62.000 | $37.27 | $-74.54 | $2,310.74 |
0059 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 60.000 | 60.000 | $7.94 | $0.00 | $476.40 | |
0060 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $3,076.25 | $0.00 | $3,076.25 | |
0061 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,134.65 | $0.00 | $8,538.60 | |
0062 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $1,535.45 | $76.77 | $1,535.46 |
8006 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 390.000 | 390.630 | 390.630 | $7.69 | $3,003.94 | $3,003.94 |
Subtotals For Category 0202/BRIDGE 'C' | $3,006.17 | $422,257.48 | ||||||||
Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0600/STAKING | ||||||||
0063 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 0.950 | $15,930.00 | $0.00 | $15,133.50 | |
Subtotals For Category 0600/STAKING | $0.00 | $15,133.50 | ||||||||
Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0640/CONSTRUCTION | ||||||||
0064 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $3,129.50 | $625.90 | $2,973.04 |
0065 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $72,762.64 | $0.00 | $72,762.64 | |
Subtotals For Category 0640/CONSTRUCTION | $625.90 | $75,735.68 | ||||||||
Subtotals For Project STP-162C(180)CI /25473(04) | $38,868.04 | $1,690,561.90 |