| Contract ID: | 100302 | Estimate Number: | 0005 | Contract No: | 610092 | |||
| Residency: | OKLAHOMA CITY (04600) | Estimate Type: | Progressive | Account No: | 400400 | |||
| Project Number(s): | STP-STIM(301)AG | ||||||||||||
| Primary Job Piece No: | 26729(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) US-62: FROM HENNY ROAD, EXTEND EAST TO CHOCTAW ROAD IN THE CITY OF CHOCTAW. PROJECT LENGTH = 0.396 MILES. | ||||||||||||
| Primary County: | OKLAHOMA | ||||||||||||
| Name of Road: | US-62 | ||||||||||||
| Prime Contractor: | ATLAS PAVING COMPANY | ||||||||||||
| P. O. BOX 75727 | |||||||||||||
| OKLAHOMA CITY , OK 73147 | |||||||||||||
| Surety Company: | OHIO CASUALTY INSURANCE COMPANY (OKC) | ||||||||||||
| Date Let: | 05/20/2010 | NTP Effective Date: | 07/26/2010 | Pay Period: | 09/15/2010 TO 11/30/2010 |
| Date Awarded: | 06/07/2010 | Date Work Began: | 07/26/2010 | Original Contract Time: | 45 |
| Date Contract Executed: | 06/15/2010 | Date Time Stopped: | 09/30/2010 | Current Time Charged: | 67.00 |
| Date NTP Issued: | 06/23/2010 | Completion Date: | 09/30/2010 | Current Time Allowed: | 70.00 |
| General Liability Expires: | 04/01/2011 | Workman's Comp Expires: | 04/01/2011 | Percent Time Used: | 95.71 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $356,902.56 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $326,552.00 | Participating: | $356,902.57 | $356,338.75 | $563.82 | ||
| Percent Complete: | 99.70 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $1,070.62 | Total Earnings: | $356,902.57 | $356,338.75 | $563.82 | ||
| Unearned Balance: | $-29,279.94 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $356,902.57 | $356,338.75 | $563.82 | ||||
| Other Adjustments: | $-1,070.63 | $-29,786.75 | $28,716.12 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $355,831.94 | $326,552.00 | $29,279.94 | ||||
| Contract ID: | 100302 | Estimate Number: | 0005 | Primary JP: | 26729(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Pavement Smoothness Special Provision 430-2QA(99) | Approved | 10/25/2010 | 0.0 | $-3,747.81 |
| 002 | Final Quantity | Approved | 11/23/2010 | 0.0 | $34,098.37 |
| 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 | |||||
| No liquidated damages have been assessed on this contract. | |||||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Withhold to Funds Avail(Prog. Est. Only) | 0004 | $-25,618.73 |
| Withhold to Funds Avail(Prog. Est. Only) | 0005 | $25,618.73 | 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 |
| 26729(04) | 0002 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-836.57 |
| 26729(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-234.06 |
| 26729(04) | 0024 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | * Material Discrepancy Adjustments | 0004 | -1,200.00 | $0.24 | $-288.00 |
| 26729(04) | 0024 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $288.00 |
| 26729(04) | 0025 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | * Material Discrepancy Adjustments | 0004 | -7.00 | $75.00 | $-525.00 |
| 26729(04) | 0025 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $525.00 |
| 26729(04) | 0026 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0001 | -0.30 | $250.00 | $-75.00 |
| 26729(04) | 0026 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0002 | 0.30 | $250.00 | $75.00 |
| 26729(04) | 0027 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | * Material Discrepancy Adjustments | 0004 | -5,682.92 | $0.27 | $-1,534.39 |
| 26729(04) | 0027 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $1,534.39 |
| 26729(04) | 0028 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | * Material Discrepancy Adjustments | 0004 | -10.00 | $75.00 | $-750.00 |
| 26729(04) | 0028 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $750.00 |
| 26729(04) | 0029 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0001 | -0.30 | $2,170.00 | $-651.00 |
| 26729(04) | 0029 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0002 | 0.30 | $2,170.00 | $651.00 | Subtotals For Line Item Adjustments | $-1,070.63 | * = 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: | 100302 | Estimate Number: | 0005 | Primary JP: | 26729(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-STIM(301)AG | Project: 26729(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0002 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,445.000 | 1,679.860 | 1,679.860 | $73.00 | $0.00 | $122,629.78 | |
| 0003 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 780.000 | 920.400 | 920.400 | $5.00 | $0.00 | $4,602.00 | |
| 0004 | CLASS A CONCRETE | 509(B) 0321 | CY | 180.000 | 260.910 | 1.570 | 260.910 | $250.00 | $392.50 | $65,227.50 |
| 0005 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 20.000 | 0.000 | -10.110 | 0.000 | $250.00 | $-2,527.50 | $0.00 |
| 0006 | CLASS C CONCRETE | 509(D) 0325 | CY | 70.000 | 57.660 | -0.050 | 57.660 | $250.00 | $-12.50 | $14,415.00 |
| 0007 | REINFORCING STEEL | 511(A) 0332 | LB | 1,750.000 | 2,742.650 | 0.010 | 2,742.650 | $0.60 | $0.01 | $1,645.59 |
| 0008 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 1,015.000 | 1,051.700 | 36.700 | 1,051.700 | $21.00 | $770.70 | $22,085.70 |
| 0009 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 4.000 | 4.000 | 4.000 | $2,200.00 | $0.00 | $8,800.00 | |
| 0010 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 4.000 | 4.000 | $2,700.00 | $0.00 | $10,800.00 | |
| 0011 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 35.000 | 19.500 | 19.500 | $36.00 | $0.00 | $702.00 | |
| 0012 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 315.000 | 289.000 | 38.000 | 289.000 | $38.00 | $1,444.00 | $10,982.00 |
| 0013 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 400.000 | 374.000 | 374.000 | $60.00 | $0.00 | $22,440.00 | |
| 0014 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
| 0015 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $1,050.00 | $0.00 | $2,100.00 | |
| 0016 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 1.000 | 2.000 | 2.000 | $1,350.00 | $0.00 | $2,700.00 | |
| 0017 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 875.000 | 1,076.500 | 1,076.500 | $6.00 | $0.00 | $6,459.00 | |
| 0018 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 1.000 | 1.000 | 1.000 | $100.00 | $0.00 | $100.00 | |
| 0019 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,000.000 | 1,968.000 | -162.000 | 1,968.000 | $3.00 | $-486.00 | $5,904.00 |
| 8000 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-3,747.81 | $-3,747.81 | $-3,747.81 |
| Subtotals For Category 0100/ROADWAY | $-4,166.60 | $303,844.76 | ||||||||
| Fed/State Project Number: STP-STIM(301)AG | Project: 26729(04) | Category: 0101/ADD ALT. 1 | ||||||||
| 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 470.000 | 470.000 | 470.000 | $73.00 | $0.00 | $34,310.00 | |
| 0021 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 2.000 | 0.270 | 0.270 | 0.270 | $250.00 | $67.50 | $67.50 |
| 0022 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 50.000 | 68.000 | 18.000 | 68.000 | $23.00 | $414.00 | $1,564.00 |
| 0023 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 250.000 | 1,288.000 | 1,288.000 | 1,288.000 | $3.30 | $4,250.40 | $4,250.40 |
| 0024 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | 855(A) 8815 | LF | 1,200.000 | 1,200.000 | 0.000 | 1,200.000 | $0.24 | $0.00 | $288.00 |
| 0025 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 7.000 | 7.000 | 0.000 | 7.000 | $75.00 | $0.00 | $525.00 |
| 0026 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $250.00 | $0.00 | $250.00 | |
| Subtotals For Category 0101/ADD ALT. 1 | $4,731.90 | $41,254.90 | ||||||||
| Fed/State Project Number: STP-STIM(301)AG | Project: 26729(04) | Category: 0300/TRAFFIC | ||||||||
| 0027 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | 855(A) 8815 | LF | 5,200.000 | 5,677.420 | -5.496 | 5,677.420 | $0.27 | $-1.48 | $1,532.91 |
| 0028 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 12.000 | 10.000 | 0.000 | 10.000 | $75.00 | $0.00 | $750.00 |
| 0029 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $2,170.00 | $0.00 | $2,170.00 | |
| Subtotals For Category 0300/TRAFFIC | $-1.48 | $4,452.91 | ||||||||
| Fed/State Project Number: STP-STIM(301)AG | Project: 26729(04) | Category: 0600/STAKING | ||||||||
| 0030 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $2,000.00 | ||||||||
| Fed/State Project Number: STP-STIM(301)AG | Project: 26729(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0031 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $5,350.00 | $0.00 | $5,350.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $5,350.00 | ||||||||
| Subtotals For Project STP-STIM(301)AG /26729(04) | $563.82 | $356,902.57 | ||||||||