Contract ID: | 090225 | Estimate Number: | 0009 | 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: | 09/16/2009 TO 09/21/2009 |
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: | 148.00 | |
Date NTP Issued: | 04/16/2009 | Completion Date: | Current Time Allowed: | 133.00 | |
General Liability Expires: | 05/19/2010 | Workman's Comp Expires: | 05/19/2010 | Percent Time Used: | 111.28 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $5,186,400.00 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,186,400.00 | Participating: | $5,089,376.18 | $5,083,778.24 | $5,597.94 | ||
Percent Complete: | 97.97 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $105,511.90 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $105,511.90 | Total Earnings: | $5,089,376.18 | $5,083,778.24 | $5,597.94 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $5,089,376.18 | $5,083,778.24 | $5,597.94 | ||||
Other Adjustments: | $7,511.92 | $-275,914.12 | $283,426.04 | ||||
Liq Dam/Disincentive: | $-16,000.00 | $-10,000.00 | $-6,000.00 | ||||
TOTAL: | $5,080,888.10 | $4,797,864.12 | $283,023.98 |
Contract ID: | 090225 | Estimate Number: | 0009 | 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 Transvers Tie Bars | Pending | 0 | 0.0 | $3,363.57 |
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 |
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) | 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) | 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 | Subtotals For Line Item Adjustments | $7,511.92 | * = 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: | 0009 | 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 | 290,032.610 | $4.75 | $0.00 | $1,377,654.90 |
0002 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 1,152.000 | 1,152.000 | 1,728.720 | $68.35 | $0.00 | $118,158.01 | |
0003 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 33,510.000 | 33,510.000 | 33,469.860 | $66.15 | $0.00 | $2,214,031.23 | |
0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,255.000 | 3,255.000 | 0.000 | 3,903.940 | $72.60 | $0.00 | $283,426.05 |
0005 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 106,762.000 | 106,762.000 | 37,391.000 | 106,581.000 | $0.14 | $5,234.74 | $14,921.34 |
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 | 265,900.000 | 301,100.110 | $1.25 | $0.00 | $376,375.14 | |
0008 | CONCRETE PARAPET | 504(F) 1381 | LF | 60.700 | 60.700 | 0.000 | 15.110 | $652.50 | $0.00 | $9,857.32 |
0009 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 9,150.000 | 9,150.000 | 227.000 | 7,364.000 | $1.60 | $363.20 | $11,782.40 |
0010 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 8,000.000 | 8,000.000 | 4,872.000 | $15.90 | $0.00 | $77,464.80 | |
0011 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 7.000 | $1,588.00 | $0.00 | $11,116.00 | |
0012 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 0.000 | $529.15 | $0.00 | $0.00 | |
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 | 8.000 | $2,650.00 | $0.00 | $21,200.00 | |
0015 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 155,830.000 | 155,830.000 | 69,190.000 | $0.43 | $0.00 | $29,751.70 | |
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 | 43.000 | $33.00 | $0.00 | $1,419.00 | |
0018 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.700 | $18,250.00 | $0.00 | $12,775.00 | |
0019 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 45.000 | 45.000 | 148.000 | $93.50 | $0.00 | $13,838.00 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $5,597.94 | $4,603,164.44 | ||||||||
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 | 0.000 | 716.730 | $11.55 | $0.00 | $8,278.24 |
0021 | AGGREGATE BASE | 303 0192 | CY | 2,434.000 | 2,434.000 | 716.730 | $32.00 | $0.00 | $22,935.36 | |
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 | 4,531.000 | $23.84 | $0.00 | $108,019.04 | |
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 | 0.000 | 229.000 | $34.90 | $0.00 | $7,992.10 |
0029 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 12.000 | 12.000 | 0.000 | 12.000 | $530.00 | $0.00 | $6,360.00 |
Subtotals For Category 0101/ROADWAY ADD ALT | $0.00 | $357,391.76 | ||||||||
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 0700 | LSUM | 0.000 | 0.000 | 0.000 | $3,363.57 | $0.00 | $0.00 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $0.00 | ||||||||
Subtotals For Project IM-STIM(120)3R /26402(04) | $5,597.94 | $5,089,376.18 |