| Contract ID: | 120003 | Estimate Number: | 0011 | Contract No: | 710958 | |||
| Residency: | ANTLERS (02100) | Estimate Type: | Progressive | Account No: | 400200 | |||
| Project Number(s): | NHY-013N(148)3P | ||||||||||||
| Primary Job Piece No: | 26295(08) | ||||||||||||
| Contract Description: | PAVEMENT REHABILITATION (UTBWC) US-69: BEGIN 1.07 MILES NORTH OF SH-78, EXTEND NORTH (SOUTHBOUND LANES ONLY). PROJECT LENGTH = 8.00 MILES | ||||||||||||
| Primary County: | BRYAN | ||||||||||||
| Name of Road: | US-69 | ||||||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
| P. O. BOX 748 | |||||||||||||
| ENID , OK 73702 | |||||||||||||
| Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
| Date Let: | 02/16/2012 | NTP Effective Date: | 07/02/2012 | Pay Period: | 11/01/2012 TO 11/15/2012 |
| Date Awarded: | 03/05/2012 | Date Work Began: | 05/29/2012 | Original Contract Time: | 120 |
| Date Contract Executed: | 03/14/2012 | Date Time Stopped: | Current Time Charged: | 120.00 | |
| Date NTP Issued: | 03/21/2012 | Completion Date: | Current Time Allowed: | 120.00 | |
| General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 01/01/2013 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $4,152,484.83 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $4,152,484.83 | Participating: | $3,751,120.23 | $3,720,382.53 | $30,737.70 | ||
| Percent Complete: | 90.21 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $406,658.56 | Total Earnings: | $3,751,120.23 | $3,720,382.53 | $30,737.70 | ||
| Unearned Balance: | $406,658.56 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $3,751,120.23 | $3,720,382.53 | $30,737.70 | ||||
| Other Adjustments: | $-5,293.96 | $-5,293.96 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $3,745,826.27 | $3,715,088.57 | $30,737.70 | ||||
| Contract ID: | 120003 | Estimate Number: | 0011 | Primary JP: | 26295(08) | |||
| 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. | 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 |
| 26295(08) | 0007 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0008 | -20.00 | $71.10 | $-1,422.00 |
| 26295(08) | 0007 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0010 | -10.00 | $71.10 | $-711.00 |
| 26295(08) | 0007 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0010 | -30.00 | $71.10 | $-2,133.00 |
| 26295(08) | 0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 47.31 | $1.62 | $76.93 |
| 26295(08) | 0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 542.52 | $0.42 | $231.11 |
| 26295(08) | 0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0010 | -20.00 | $66.80 | $-1,336.00 | Subtotals For Line Item Adjustments | $-5,293.96 | * = 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: | 120003 | Estimate Number: | 0011 | Primary JP: | 26295(08) | |||
| 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: NHY-013N(148)3P | Project: 26295(08) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 400.000 | 400.000 | 400.000 | $16.50 | $0.00 | $6,600.00 | |
| 0002 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 260.000 | 260.000 | 255.990 | $60.00 | $0.00 | $15,359.40 | |
| 0003 | SEPARATOR FABRIC | 325 5271 | SY | 1,965.000 | 1,965.000 | 1,529.950 | $1.50 | $0.00 | $2,294.93 | |
| 0004 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 5,660.000 | 5,660.000 | 4,131.030 | $21.00 | $0.00 | $86,751.63 | |
| 0005 | ULTRA-THIN BONDED WEARING COURSE, TYPE C | 404(G) 4845 | TON | 18,098.000 | 18,098.000 | 15,948.820 | $93.30 | $0.00 | $1,488,024.91 | |
| 0006 | POLYMER MODIFIED CATIONIC RAPID SET - 1 | 407(C) 0300 | GAL | 37,207.000 | 37,207.000 | 33,956.720 | $3.05 | $0.00 | $103,568.00 | |
| 0007 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 14,962.000 | 14,962.000 | 13,685.920 | $71.10 | $0.00 | $973,068.91 | |
| 0008 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 5,156.000 | 5,156.000 | 5,320.630 | $66.80 | $0.00 | $355,418.09 | |
| 0009 | COLD MILLING PAVEMENT | 412 5267 | SY | 16,720.000 | 16,720.000 | 5,840.000 | 14,373.650 | $2.10 | $12,264.00 | $30,184.67 |
| 0010 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 85,878.000 | 85,878.000 | 80,214.000 | $0.11 | $0.00 | $8,823.54 | |
| 0011 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 412.000 | 412.000 | 292.440 | $67.00 | $0.00 | $19,593.48 | |
| 0012 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 2,900.000 | 2,900.000 | 2,212.050 | $95.00 | $0.00 | $210,144.75 | |
| 0013 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 697.000 | 697.000 | 18.960 | 699.790 | $120.00 | $2,275.20 | $83,974.80 |
| 0014 | TYPE 3 TERMINAL JOINT | 414(I) 5266 | EA | 2.000 | 2.000 | 2.000 | $7,000.00 | $0.00 | $14,000.00 | |
| 0015 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 125.000 | 125.000 | 124.480 | $150.00 | $0.00 | $18,672.00 | |
| 0016 | CONCRETE JOINT SEALING | 415 6300 | LF | 800.000 | 800.000 | 410.000 | 1,210.000 | $4.00 | $1,640.00 | $4,840.00 |
| 0017 | APPROACH SLAB | 504(A) 1304 | SY | 280.000 | 280.000 | 62.220 | 342.220 | $160.00 | $9,955.20 | $54,755.20 |
| 0018 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 1,000.000 | 1,000.000 | 35.000 | $6.50 | $0.00 | $227.50 | |
| 0019 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 500.000 | 500.000 | 0.000 | $4.75 | $0.00 | $0.00 | |
| 0020 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 4.000 | 4.000 | 1.000 | $980.00 | $0.00 | $980.00 | |
| 0021 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $1,620.00 | $0.00 | $1,620.00 | |
| 0022 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,115.000 | 1,115.000 | 119.110 | 1,208.430 | $30.00 | $3,573.30 | $36,252.90 |
| 0023 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 3.000 | 3.000 | 3.000 | $500.00 | $0.00 | $1,500.00 | |
| Subtotals For Category 0100/ROADWAY | $29,707.70 | $3,516,654.71 | ||||||||
| Fed/State Project Number: NHY-013N(148)3P | Project: 26295(08) | Category: 0300/TRAFFIC | ||||||||
| 0024 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 88,200.000 | 88,200.000 | 98,763.000 | $0.44 | $0.00 | $43,455.72 | |
| 0025 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 14,800.000 | 14,800.000 | 2,230.000 | $0.66 | $0.00 | $1,471.80 | |
| 0026 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 3,000.000 | 3,000.000 | 4,475.000 | $0.88 | $0.00 | $3,938.00 | |
| 0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $20,600.00 | $1,030.00 | $20,600.00 |
| Subtotals For Category 0300/TRAFFIC | $1,030.00 | $69,465.52 | ||||||||
| Fed/State Project Number: NHY-013N(148)3P | Project: 26295(08) | Category: 0640/CONSTRUCTION | ||||||||
| 0028 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $165,000.00 | $0.00 | $165,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $165,000.00 | ||||||||
| Subtotals For Project NHY-013N(148)3P /26295(08) | $30,737.70 | $3,751,120.23 | ||||||||