| Contract ID: | 100083 | Estimate Number: | 0005 | Contract No: | 510900 | |||
| Residency: | HEAVENER (02200) | Estimate Type: | Progressive | Account No: | 555200 | |||
| Project Number(s): | STP-STIM(441)EH | ||||||||||||
| Primary Job Piece No: | 27179(04) | ||||||||||||
| Contract Description: | PEDESTRIAN IMPROVEMENTS US-271: FROM CHURCH STREET, EXTEND SOUTHEAST IN THE TOWN OF TALIHINA. PROJECT LENGTH = 0.103 MILES | ||||||||||||
| Primary County: | LEFLORE | ||||||||||||
| Name of Road: | US-271 | ||||||||||||
| Prime Contractor: | HUB CONSTRUCTION, INC. | ||||||||||||
| ROUTE 1, BOX 350 | |||||||||||||
| BOSWELL , OK 74727 | |||||||||||||
| Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
| Date Let: | 01/28/2010 | NTP Effective Date: | 04/05/2010 | Pay Period: | 05/16/2010 TO 05/31/2010 |
| Date Awarded: | 02/01/2010 | Date Work Began: | 03/11/2010 | Original Contract Time: | 60 |
| Date Contract Executed: | 02/10/2010 | Date Time Stopped: | Current Time Charged: | 82.00 | |
| Date NTP Issued: | 02/17/2010 | Completion Date: | Current Time Allowed: | 85.00 | |
| General Liability Expires: | 07/01/2010 | Workman's Comp Expires: | 01/01/2011 | Percent Time Used: | 96.47 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $135,228.30 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $135,228.30 | Participating: | $138,611.63 | $118,695.03 | $19,916.60 | ||
| Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $0.00 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $0.00 | Total Earnings: | $138,611.63 | $118,695.03 | $19,916.60 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $138,611.63 | $118,695.03 | $19,916.60 | ||||
| Other Adjustments: | $-3,383.33 | $0.00 | $-3,383.33 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $135,228.30 | $118,695.03 | $16,533.27 | ||||
| Contract ID: | 100083 | Estimate Number: | 0005 | Primary JP: | 27179(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| No change orders have been created for this contract. | |||||
| 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) | 0005 | $-3,383.33 | Subtotals For Contract Adjustments | $-3,383.33 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 | |||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| No milestones exist for this contract. | |||||||||
| Contract ID: | 100083 | Estimate Number: | 0005 | Primary JP: | 27179(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(441)EH | Project: 27179(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 100.000 | 100.000 | 12.590 | 77.310 | $10.00 | $125.90 | $773.10 |
| 0002 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 100.000 | 100.000 | 12.590 | 77.310 | $10.00 | $125.90 | $773.10 |
| 0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 250.200 | 250.200 | 587.500 | 587.500 | $6.00 | $3,525.00 | $3,525.00 |
| 0004 | AGGREGATE BASE | 303 0192 | CY | 132.600 | 132.600 | 46.430 | 140.760 | $100.00 | $4,643.00 | $14,076.00 |
| 0005 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 2.500 | 2.500 | 0.910 | 2.150 | $1,000.00 | $910.00 | $2,150.00 |
| 0006 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 141.400 | 141.400 | 126.000 | 226.000 | $20.00 | $2,520.00 | $4,520.00 |
| 0007 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 743.700 | 743.700 | -169.000 | 745.000 | $40.00 | $-6,760.00 | $29,800.00 |
| 0008 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 453.700 | 453.700 | 170.520 | 593.760 | $40.00 | $6,820.80 | $23,750.40 |
| 0009 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 341.700 | 341.700 | 40.240 | 250.770 | $45.00 | $1,810.80 | $11,284.65 |
| 0010 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 86.000 | 86.000 | 20.000 | 80.000 | $40.00 | $800.00 | $3,200.00 |
| 0011 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 |
| 0012 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $500.00 | $500.00 | $500.00 |
| 0013 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $500.00 | $1,000.00 | $1,000.00 |
| 0014 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $250.00 | $500.00 | $500.00 |
| 0015 | INLETS REBUILT | 612(F) 0646 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
| 0016 | FIRE HYDRANT RELOCATION | 612(J) 0651 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0017 | WATER METERS RESET | 612(L) 0652 | EA | 4.000 | 4.000 | 4.000 | $300.00 | $0.00 | $1,200.00 | |
| 0018 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 21.000 | 21.000 | 24.000 | $60.00 | $0.00 | $1,440.00 | |
| 0019 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 17.000 | 17.000 | 16.000 | $75.00 | $0.00 | $1,200.00 | |
| 0020 | 3/4" COPPER WATER SERVICE PIPE | 616(C) 0868 | LF | 90.000 | 90.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0021 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0022 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 760.800 | 760.800 | 40.000 | 805.000 | $5.00 | $200.00 | $4,025.00 |
| 0023 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 337.800 | 337.800 | 51.940 | 250.770 | $10.00 | $519.40 | $2,507.70 |
| 0024 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 228.700 | 228.700 | 196.220 | $10.00 | $0.00 | $1,962.20 | |
| 0025 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 174.600 | 174.600 | 4.500 | 241.780 | $6.00 | $27.00 | $1,450.68 |
| Subtotals For Category 0100/ROADWAY | $17,267.80 | $118,637.83 | ||||||||
| Fed/State Project Number: STP-STIM(441)EH | Project: 27179(04) | Category: 0300/TRAFFIC | ||||||||
| 0026 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 5.600 | 5.600 | -0.060 | 15.540 | $20.00 | $-1.20 | $310.80 |
| 0027 | FLANGE CHANNEL POSTS(4 LB/FT) | 851(D) 8597 | LF | 36.000 | 36.000 | 36.000 | $8.00 | $0.00 | $288.00 | |
| 0028 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $10,000.00 | $2,500.00 | $10,000.00 |
| 0029 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 5.000 | 5.000 | 5.000 | $275.00 | $0.00 | $1,375.00 | |
| Subtotals For Category 0300/TRAFFIC | $2,498.80 | $11,973.80 | ||||||||
| Fed/State Project Number: STP-STIM(441)EH | Project: 27179(04) | Category: 0600/STAKING | ||||||||
| 0030 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $3,000.00 | $150.00 | $3,000.00 |
| Subtotals For Category 0600/STAKING | $150.00 | $3,000.00 | ||||||||
| Fed/State Project Number: STP-STIM(441)EH | Project: 27179(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0031 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $5,000.00 | ||||||||
| Subtotals For Project STP-STIM(441)EH /27179(04) | $19,916.60 | $138,611.63 | ||||||||