| Contract ID: | 110098 | Estimate Number: | 0003 | Contract No: | 611167 | |||
| Residency: | ANADARKO (07300) | Estimate Type: | Progressive | Account No: | 400700 | |||
| Project Number(s): | STPY-126C(185), STPY-126C(188)3P, NHY-011N(090)3P | ||||||||||||
| Primary Job Piece No: | 28089(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) SH-17: FROM 1.02 MILES WEST OF US-81, EXTEND EAST. US-81: FROM SH-17, EXTEND SOUTH. PROJECT LENGTH = 6.6 MILES | ||||||||||||
| Primary County: | GRADY | ||||||||||||
| Name of Road: | SH-17 | ||||||||||||
| Prime Contractor: | T & G CONSTRUCTION, INC. | ||||||||||||
| 800 S. E. 1ST STREET | |||||||||||||
| LAWTON , OK 73501 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 02/17/2011 | NTP Effective Date: | 07/05/2011 | Pay Period: | 09/16/2011 TO 09/30/2011 |
| Date Awarded: | 03/07/2011 | Date Work Began: | 08/11/2011 | Original Contract Time: | 90 |
| Date Contract Executed: | 03/22/2011 | Date Time Stopped: | Current Time Charged: | 85.00 | |
| Date NTP Issued: | 03/31/2011 | Completion Date: | Current Time Allowed: | 90.00 | |
| General Liability Expires: | 10/01/2011 | Workman's Comp Expires: | 10/01/2011 | Percent Time Used: | 94.44 % |
| Specification Year: | 2009 | Date Approved: | 10/07/2011 | ||
| Current Contract Amount: | $1,834,143.36 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $1,834,143.36 | Participating: | $1,620,489.91 | $1,361,317.59 | $259,172.32 | ||
| Percent Complete: | 91.10 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $163,156.67 | Total Earnings: | $1,620,489.91 | $1,361,317.59 | $259,172.32 | ||
| Unearned Balance: | $163,156.67 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $1,620,489.91 | $1,361,317.59 | $259,172.32 | ||||
| Other Adjustments: | $50,496.78 | $32,123.24 | $18,373.54 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,670,986.69 | $1,393,440.83 | $277,545.86 | ||||
| Contract ID: | 110098 | Estimate Number: | 0003 | Primary JP: | 28089(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 |
| 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 |
| 28089(04) | 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 1,760.69 | $5.52 | $9,732.92 |
| 28089(04) | 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | * Material Discrepancy Adjustments | 0001 | 77.81 | $-57.50 | $-4,474.57 |
| 28089(04) | 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | * Material Discrepancy Adjustments | 0001 | 1,000.00 | $-57.50 | $-57,500.00 |
| 28152(04) | 0022 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0001 | 365.13 | $5.00 | $1,827.99 |
| 28152(04) | 0022 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0002 | 8,666.27 | $5.00 | $43,386.81 |
| 28152(04) | 0022 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 351.29 | $5.00 | $1,758.70 |
| 28152(04) | 0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 908.63 | $5.00 | $4,548.97 |
| 28152(04) | 0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 3,318.72 | $5.00 | $16,614.84 |
| 28152(04) | 0024 | SUPERPAVE, TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0001 | 2,517.20 | $5.52 | $13,914.83 |
| 28152(04) | 0024 | SUPERPAVE, TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0002 | 3,742.16 | $5.52 | $20,686.29 | Subtotals For Line Item Adjustments | $50,496.78 | * = 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: | 110098 | Estimate Number: | 0003 | Primary JP: | 28089(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: STPY-126C(185) | Project: 28089(04) | Category: 0100/ROADWAY - STPY-126C(185) | ||||||||
| 0001 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 11,217.000 | 11,217.000 | 10,966.220 | $1.50 | $0.00 | $16,449.33 | |
| 0002 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 2,804.000 | 2,804.000 | 1,745.540 | $2.75 | $0.00 | $4,800.24 | |
| 0003 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 1,720.000 | 1,720.000 | 0.000 | 1,760.690 | $57.50 | $0.00 | $101,239.68 |
| 0004 | COLD MILLING PAVEMENT | 412 5267 | SY | 18,820.000 | 18,820.000 | 18,362.660 | $2.00 | $0.00 | $36,725.32 | |
| 0005 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $895.00 | $0.00 | $671.25 | |
| Subtotals For Category 0100/ROADWAY - STPY-126C(185) | $0.00 | $159,885.82 | ||||||||
| Fed/State Project Number: STPY-126C(185) | Project: 28089(04) | Category: 0300/TRAFFIC - STPY-126C(185) | ||||||||
| 0006 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 13,700.000 | 13,700.000 | 0.000 | $0.38 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC - STPY-126C(185) | $0.00 | $0.00 | ||||||||
| Subtotals For Project STPY-126C(185) /28089(04) | $0.00 | $159,885.82 | ||||||||
| 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: STPY-126C(188)3P | Project: 28151(04) | Category: 0100/ROADWAY -STPY-126C(188)3P | ||||||||
| 0007 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.500 | $25,000.00 | $0.00 | $12,500.00 | |
| 0008 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 400.000 | 400.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
| 0009 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 60.000 | 60.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0010 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 2,416.000 | 2,416.000 | 0.000 | $61.85 | $0.00 | $0.00 | |
| 0011 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,260.000 | 2,260.000 | 1,916.890 | 1,916.890 | $3.50 | $6,709.12 | $6,709.12 |
| 0012 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 5.000 | 5.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
| 0013 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0014 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 5.000 | 5.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0015 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 17,212.000 | 17,212.000 | 0.000 | $0.38 | $0.00 | $0.00 | |
| 0016 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $1,020.00 | $0.00 | $765.00 | |
| Subtotals For Category 0100/ROADWAY -STPY-126C(188)3P | $6,709.12 | $19,974.12 | ||||||||
| Subtotals For Project STPY-126C(188)3P /28151(04) | $6,709.12 | $19,974.12 | ||||||||
| 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-011N(090)3P | Project: 28152(04) | Category: 0100/ROADWAY - NHY-011N(090)3P | ||||||||
| 0017 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.200 | 1.000 | $58,000.00 | $11,600.00 | $58,000.00 |
| 0018 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 800.000 | 800.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
| 0019 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 160.000 | 160.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0020 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 71,868.000 | 71,868.000 | 73,333.330 | $1.00 | $0.00 | $73,333.33 | |
| 0021 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 17,968.000 | 17,968.000 | 10,610.870 | $2.75 | $0.00 | $29,179.89 | |
| 0022 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 9,040.000 | 9,040.000 | 351.290 | 9,382.690 | $62.25 | $21,867.80 | $584,072.45 |
| 0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 4,230.000 | 4,230.000 | 3,318.720 | 4,227.350 | $59.45 | $197,297.90 | $251,315.95 |
| 0024 | SUPERPAVE, TYPE S5(PG 70-28 OK) | 411(D) 5970 | TON | 6,276.000 | 6,276.000 | 6,259.360 | $65.00 | $0.00 | $406,858.40 | |
| 0025 | COLD MILLING PAVEMENT | 412 5267 | SY | 3,975.000 | 3,975.000 | 3,685.340 | $3.50 | $0.00 | $12,898.70 | |
| 0026 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 47,520.000 | 47,520.000 | 0.000 | $0.15 | $0.00 | $0.00 | |
| 0027 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 850.000 | 850.000 | 850.000 | 850.000 | $16.35 | $13,897.50 | $13,897.50 |
| 0028 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $400.00 | $1,200.00 | $1,200.00 |
| 0029 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $2,200.00 | $6,600.00 | $6,600.00 |
| 0030 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 4.000 | 4.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
| 0031 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $120.00 | $0.00 | $0.00 | |
| 0032 | MAILBOX | 629(C) 4960 | EA | 6.000 | 6.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0033 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 5.000 | 5.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0034 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 1.000 | 1.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0035 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 59,840.000 | 59,840.000 | 0.000 | $0.38 | $0.00 | $0.00 | |
| 0036 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0037 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $4,365.00 | $0.00 | $3,273.75 | |
| Subtotals For Category 0100/ROADWAY - NHY-011N(090)3P | $252,463.20 | $1,440,629.97 | ||||||||
| Subtotals For Project NHY-011N(090)3P /28152(04) | $252,463.20 | $1,440,629.97 | ||||||||