| Contract ID: | 090225 | Estimate Number: | 0012 | Contract No: | 411157 | |||
| Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 400700 | |||
| Project Number(s): | IM-STIM(120)3R | ||||||||||||
| Primary Job Piece No: | 26402(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) I-35: BEGIN AT THE CARTER C/L, EXTEND NORTH. PROJECT LENGTH = 6.56 MILES. | ||||||||||||
| Primary County: | MURRAY | ||||||||||||
| Name of Road: | I-35 | ||||||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
| 2401 S. BROADWAY | |||||||||||||
| MOORE , OK 73160 | |||||||||||||
| Surety Company: | AMERICAN STATES INSURANCE CO. | ||||||||||||
| Date Let: | 03/24/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 04/01/2010 TO 09/30/2010 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 05/26/2009 | Original Contract Time: | 85 |
| Date Contract Executed: | 04/15/2009 | Date Time Stopped: | Current Time Charged: | 522.00 | |
| Date NTP Issued: | 04/16/2009 | Completion Date: | Current Time Allowed: | 506.00 | |
| General Liability Expires: | 05/19/2011 | Workman's Comp Expires: | 05/19/2011 | Percent Time Used: | 103.16 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $5,409,844.91 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $5,186,400.00 | Participating: | $5,357,235.84 | $5,280,482.82 | $76,753.02 | ||
| Percent Complete: | 99.15 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $46,006.53 | Non ARRA: | $19,574.58 | $19,574.58 | $0.00 | ||
| Unearned Balance: | $-177,438.38 | Total Earnings: | $5,376,810.42 | $5,300,057.40 | $76,753.02 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $5,376,810.42 | $5,300,057.40 | $76,753.02 | ||||
| Other Adjustments: | $3,027.96 | $7,511.92 | $-4,483.96 | ||||
| Liq Dam/Disincentive: | $-16,000.00 | $-16,000.00 | $0.00 | ||||
| TOTAL: | $5,363,838.38 | $5,291,569.32 | $72,269.06 | ||||
| Contract ID: | 090225 | Estimate Number: | 0012 | Primary JP: | 26402(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Revised Special Revsion 108-STIM01 | Approved | 05/05/2009 | 0.0 | $0.00 |
| 002 | Replace Transverse Tie Bars | Approved | 10/21/2009 | 2.0 | $3,363.57 |
| 003 | Mounting Bracket for Concrete Box Culvert | Approved | 02/11/2010 | 3.0 | $16,211.01 |
| 004 | Additional Appropriations for Aspahlt and Cold Milling | Approved | 02/02/2010 | 0.0 | $130,531.99 |
| 006 | Change #6 Smoothness Pay Adjustment | Approved | 10/05/2010 | 0.0 | $73,338.34 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 | |||
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0007 | -1.0 | $1,000.00 | $-1,000.00 |
| System Application of Liquidated Damages | 0008 | -9.0 | $1,000.00 | $-9,000.00 |
| System Application of Liquidated Damages | 0009 | -6.0 | $1,000.00 | $-6,000.00 |
| System Application of Liquidated Damages | 0010 | -5.0 | $1,000.00 | $-5,000.00 |
| System Application of Liquidated Damages | 0011 | --5.0 | $1,000.00 | $5,000.00 |
| System Application of Liquidated Damages | 0012 | -0.0 | $1,000.00 | $0.00 |
| 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 |
| 26402(04) | 0002 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $-16.57 |
| 26402(04) | 0002 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 4.51 | $3.63 | $16.39 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0003 | -6,670.70 | $66.15 | $-441,266.81 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $5,347.57 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0005 | 6,670.70 | $66.15 | $441,266.81 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0005 | -2,817.85 | $66.15 | $-186,400.78 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0008 | 2,817.85 | $66.15 | $186,400.78 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0012 | 0.00 | $0.00 | $-710.28 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $-34.17 |
| 26402(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 9.49 | $4.15 | $39.43 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $1,870.50 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $293.85 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0008 | -3,903.94 | $72.60 | $-283,426.04 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0009 | 3,903.94 | $72.60 | $283,426.04 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $-71,817.84 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0011 | 989.22 | $72.60 | $71,817.84 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | -24.02 | $4.15 | $-99.79 |
| 26402(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $86.47 |
| 26402(04) | 0005 | RUMBLE STRIP-METHOD AC-CON | * SUBSTANDARD ITEM | 0012 | -496.00 | $0.14 | $-69.44 |
| 26402(04) | 0017 | (PL)TRUCK MOUNTED ATTENUATOR | * SUBSTANDARD ITEM | 0012 | -112.00 | $33.00 | $-3,696.00 | Subtotals For Line Item Adjustments | $3,027.96 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| No milestones exist for this contract. | |||||||||
| Contract ID: | 090225 | Estimate Number: | 0012 | Primary JP: | 26402(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: IM-STIM(120)3R | Project: 26402(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | (SP)ULTRATHIN BONDED WEARING COURSE | 411 4280 | SY | 291,300.000 | 291,300.000 | 0.000 | 291,623.670 | $4.75 | $0.00 | $1,385,212.44 |
| 0002 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 1,152.000 | 1,728.720 | 4.510 | 1,733.230 | $68.35 | $308.26 | $118,466.27 |
| 0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 33,510.000 | 33,510.000 | 9.490 | 33,479.350 | $66.15 | $627.76 | $2,214,658.99 |
| 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,255.000 | 3,903.940 | -24.020 | 3,879.920 | $72.60 | $-1,743.85 | $281,682.20 |
| 0005 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 106,762.000 | 106,762.000 | 280.000 | 106,861.000 | $0.14 | $39.20 | $14,960.54 |
| 0006 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 100.000 | 100.000 | 38.390 | $325.00 | $0.00 | $12,476.75 | |
| 0007 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 265,900.000 | 301,100.110 | -1.030 | 301,099.080 | $1.25 | $-1.29 | $376,373.85 |
| 0008 | CONCRETE PARAPET | 504(F) 1381 | LF | 60.700 | 60.700 | 60.680 | $652.50 | $0.00 | $39,593.70 | |
| 0009 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 9,150.000 | 9,150.000 | 8,911.000 | $1.60 | $0.00 | $14,257.60 | |
| 0010 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 8,000.000 | 8,000.000 | 8,000.000 | $15.90 | $0.00 | $127,200.00 | |
| 0011 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 1.000 | 8.000 | $1,588.00 | $1,588.00 | $12,704.00 |
| 0012 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 6.000 | $529.15 | $0.00 | $3,174.90 | |
| 0013 | GUARD RAIL ANCHOR UNIT (TYPE GE) | 623(F) 4453 | EA | 2.000 | 2.000 | 2.000 | $635.00 | $0.00 | $1,270.00 | |
| 0014 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 16.000 | 16.000 | 16.000 | $2,650.00 | $0.00 | $42,400.00 | |
| 0015 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 155,830.000 | 155,830.000 | 175,701.000 | $0.43 | $0.00 | $75,551.43 | |
| 0016 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 22,836.000 | 22,836.000 | 24,072.000 | $0.65 | $0.00 | $15,646.80 | |
| 0017 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 45.000 | 45.000 | 112.000 | 155.000 | $33.00 | $3,696.00 | $5,115.00 |
| 0018 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.300 | 1.000 | $18,250.00 | $5,475.00 | $18,250.00 |
| 0019 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 45.000 | 45.000 | 169.000 | $93.50 | $0.00 | $15,801.50 | |
| 8003 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $73,338.34 | $73,338.34 | $73,338.34 |
| Subtotals For Category 0100/ROADWAY | $83,327.42 | $4,848,134.31 | ||||||||
| Fed/State Project Number: IM-STIM(120)3R | Project: 26402(04) | Category: 0101/ROADWAY ADD ALT | ||||||||
| 0020 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 2,434.000 | 2,434.000 | 1,393.290 | $11.55 | $0.00 | $16,092.51 | |
| 0021 | AGGREGATE BASE | 303 0192 | CY | 2,434.000 | 2,434.000 | -192.040 | 1,201.250 | $32.00 | $-6,145.28 | $38,440.00 |
| 0022 | SEPARATOR FABRIC | 325 5271 | SY | 4,520.000 | 4,520.000 | 4,190.040 | $2.55 | $0.00 | $10,684.61 | |
| 0023 | 8" P.C. CONCRETE PAVEMENT(CONT.REINF.) | 414(D) 4366 | SY | 1,440.000 | 1,440.000 | 1,682.000 | $73.90 | $0.00 | $124,299.80 | |
| 0024 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,440.000 | 1,440.000 | 1,744.470 | $33.30 | $0.00 | $58,090.86 | |
| 0025 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 4,200.000 | 4,200.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
| 0026 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 4,200.000 | 4,200.000 | -18.000 | 4,513.000 | $23.84 | $-429.12 | $107,589.92 |
| 0027 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 1,150.000 | 1,150.000 | 1,047.000 | $10.25 | $0.00 | $10,731.75 | |
| 0028 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 240.000 | 240.000 | 229.000 | $34.90 | $0.00 | $7,992.10 | |
| 0029 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 12.000 | 12.000 | 12.000 | $530.00 | $0.00 | $6,360.00 | |
| Subtotals For Category 0101/ROADWAY ADD ALT | $-6,574.40 | $380,281.55 | ||||||||
| Fed/State Project Number: IM-STIM(120)3R | Project: 26402(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0030 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $128,819.97 | $0.00 | $128,819.98 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $128,819.98 | ||||||||
| Fed/State Project Number: IM-STIM(120)3R | Project: 26402(04) | Category: 0850/Non ARRA Funding | ||||||||
| 8000 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 399.000 | 399.000 | $8.43 | $0.00 | $3,363.57 | |
| 8001 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 19.000 | 19.000 | $819.31 | $0.00 | $15,566.89 | |
| 8002 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $644.12 | $0.00 | $644.12 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $19,574.58 | ||||||||
| Subtotals For Project IM-STIM(120)3R /26402(04) | $76,753.02 | $5,376,810.42 | ||||||||