| Contract ID: | 110213 | Estimate Number: | 0006 | Contract No: | 611171 | |||
| Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 400700 | |||
| Project Number(s): | NHY-021N(053)3P, NHY-011N(091)3P | ||||||||||||
| Primary Job Piece No: | 28155(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) SH-7: FROM THE COMANCHE COUNTY LINE, EXTEND EAST. US-81: FROM THE SH-7W JUNCTION, EXTEND NORTH. PROJECT LENGTH = 6.9 MILES. | ||||||||||||
| Primary County: | STEPHENS | ||||||||||||
| Name of Road: | SH-7 / US-81 | ||||||||||||
| 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: | 11/01/2011 TO 10/15/2013 |
| Date Awarded: | 03/07/2011 | Date Work Began: | 06/20/2011 | Original Contract Time: | 75 |
| Date Contract Executed: | 03/22/2011 | Date Time Stopped: | 11/07/2011 | Current Time Charged: | 67.00 |
| Date NTP Issued: | 03/31/2011 | Completion Date: | 11/07/2011 | Current Time Allowed: | 75.00 |
| General Liability Expires: | 10/01/2014 | Workman's Comp Expires: | 10/01/2014 | Percent Time Used: | 89.33 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $3,460,151.44 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,199,135.24 | Participating: | $3,390,920.57 | $3,133,562.37 | $257,358.20 | ||
| Percent Complete: | 98.27 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $59,883.73 | Total Earnings: | $3,390,920.57 | $3,133,562.37 | $257,358.20 | ||
| Unearned Balance: | $-201,132.47 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $3,390,920.57 | $3,133,562.37 | $257,358.20 | ||||
| Other Adjustments: | $9,347.14 | $193,908.17 | $-184,561.03 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $3,400,267.71 | $3,327,470.54 | $72,797.17 | ||||
| Contract ID: | 110213 | Estimate Number: | 0006 | Primary JP: | 28155(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Additional Funding | Approved | 10/03/2011 | 0.0 | $261,016.20 |
| 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 |
| Withhold to Funds Avail(Prog. Est. Only) | 0004 | $-95,296.39 |
| Withhold to Funds Avail(Prog. Est. Only) | 0005 | $95,296.39 | 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 |
| 28155(04) | 0005 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0001 | 10,522.57 | $5.00 | $52,680.19 |
| 28155(04) | 0005 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0002 | 10,897.46 | $5.00 | $54,557.04 |
| 28155(04) | 0005 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 46.62 | $5.00 | $233.40 |
| 28155(04) | 0005 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0004 | 0.00 | $0.00 | $-3,636.08 |
| 28155(04) | 0005 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $-107,470.63 |
| 28155(04) | 0005 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0006 | -1.08 | $3.80 | $-4.11 |
| 28155(04) | 0006 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 3,191.32 | $5.00 | $15,977.02 |
| 28155(04) | 0006 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 3,524.58 | $5.00 | $17,645.46 |
| 28155(04) | 0006 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0004 | 0.00 | $0.00 | $-873.05 |
| 28155(04) | 0006 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $-33,622.48 |
| 28155(04) | 0006 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | -0.08 | $3.80 | $-0.31 |
| 28156(04) | 0020 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0002 | 162.46 | $4.38 | $711.67 |
| 28156(04) | 0020 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 22.95 | $4.38 | $100.54 |
| 28156(04) | 0020 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $-812.21 |
| 28156(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 6,897.59 | $5.00 | $34,532.10 |
| 28156(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0004 | 0.00 | $0.00 | $-676.48 |
| 28156(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 4,972.11 | $5.00 | $24,892.37 |
| 28156(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0006 | 1.10 | $3.80 | $4.19 |
| 28156(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $-59,424.47 |
| 28156(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 3,349.51 | $5.00 | $16,768.99 |
| 28156(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0004 | 0.00 | $0.00 | $-19,005.00 |
| 28156(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $16,768.99 | Subtotals For Line Item Adjustments | $9,347.14 | * = 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: | 110213 | Estimate Number: | 0006 | Primary JP: | 28155(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: NHY-021N(053)3P | Project: 28155(04) | Category: 0100/ROADWAY - NHY-021N(053)3P | ||||||||
| 0001 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,600.000 | 1,600.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
| 0002 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 160.000 | 160.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0003 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 137,984.000 | 137,984.000 | 138,992.000 | $0.65 | $0.00 | $90,344.80 | |
| 0004 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 34,496.000 | 34,496.000 | 273.300 | 18,288.900 | $2.75 | $751.58 | $50,294.49 |
| 0005 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 21,466.000 | 21,466.000 | -1.080 | 21,465.570 | $60.40 | $-65.23 | $1,296,520.43 |
| 0006 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 6,710.000 | 6,710.000 | -0.080 | 6,715.820 | $54.55 | $-4.36 | $366,347.99 |
| 0007 | COLD MILLING PAVEMENT | 412 5267 | SY | 146,432.000 | 146,432.000 | 151,110.220 | $1.00 | $0.00 | $151,110.22 | |
| 0008 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 101,376.000 | 101,376.000 | 93,398.000 | $0.15 | $0.00 | $14,009.70 | |
| 0009 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 7.000 | 7.000 | 6.000 | $65.00 | $0.00 | $390.00 | |
| 0010 | MAILBOX | 629(C) 4960 | EA | 7.000 | 7.000 | 6.000 | $25.00 | $0.00 | $150.00 | |
| 0011 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 7.000 | 7.000 | 6.000 | $10.00 | $0.00 | $60.00 | |
| 0012 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 114,894.000 | 114,894.000 | 122,135.000 | $0.36 | $0.00 | $43,968.60 | |
| 0013 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 38.000 | 38.000 | 38.000 | $75.00 | $0.00 | $2,850.00 | |
| 0014 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
| 8000 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $141,093.11 | $141,093.11 | $141,093.11 |
| 8020 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $29,392.56 | $29,392.56 | $29,392.56 |
| Subtotals For Category 0100/ROADWAY - NHY-021N(053)3P | $171,167.66 | $2,190,531.90 | ||||||||
| Subtotals For Project NHY-021N(053)3P /28155(04) | $171,167.66 | $2,190,531.90 | ||||||||
| 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(091)3P | Project: 28156(04) | Category: 0100/ROADWAY - NHY-011N(091)3P | ||||||||
| 0015 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| 0016 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 800.000 | 800.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
| 0017 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 160.000 | 160.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0018 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 60,368.000 | 60,368.000 | 0.000 | 58,838.670 | $1.00 | $0.00 | $58,838.67 |
| 0019 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 15,092.000 | 15,092.000 | -1,603.000 | 6,365.700 | $2.75 | $-4,408.25 | $17,505.68 |
| 0020 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 1,120.000 | 1,120.000 | 0.000 | 185.410 | $63.70 | $0.00 | $11,810.62 |
| 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 10,910.000 | 10,910.000 | 1.100 | 11,870.800 | $62.05 | $68.26 | $736,583.15 |
| 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,355.000 | 3,355.000 | 0.000 | 3,349.510 | $59.20 | $0.00 | $198,290.99 |
| 0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 3,800.000 | 3,800.000 | 4,338.010 | $3.00 | $0.00 | $13,014.03 | |
| 0024 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 16.000 | 16.000 | 6.000 | $65.00 | $0.00 | $390.00 | |
| 0025 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 0.000 | $95.00 | $0.00 | $0.00 | |
| 0026 | MAILBOX | 629(C) 4960 | EA | 20.000 | 20.000 | 6.000 | $25.00 | $0.00 | $150.00 | |
| 0027 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 20.000 | 20.000 | 6.000 | $5.00 | $0.00 | $30.00 | |
| 0028 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 6.000 | 6.000 | 6.000 | $100.00 | $0.00 | $600.00 | |
| 0029 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 50,270.000 | 50,270.000 | 53,050.000 | $0.40 | $0.00 | $21,220.00 | |
| 0030 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 36.000 | 36.000 | 39.000 | $75.00 | $0.00 | $2,925.00 | |
| 0031 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $18,500.00 | $0.00 | $18,500.00 | |
| 8010 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $77,005.67 | $77,005.67 | $77,005.67 |
| 8030 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $13,524.86 | $13,524.86 | $13,524.86 |
| Subtotals For Category 0100/ROADWAY - NHY-011N(091)3P | $86,190.54 | $1,200,388.67 | ||||||||
| Subtotals For Project NHY-011N(091)3P /28156(04) | $86,190.54 | $1,200,388.67 | ||||||||