| Contract ID: | 110031 | Estimate Number: | 0011 | Contract No: | 611162 | |||
| Residency: | GUYMON (06200) | Estimate Type: | Progressive | Account No: | 400600 | |||
| Project Number(s): | NHY-017N(234)3P | ||||||||||||
| Primary Job Piece No: | 27476(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) SH-3: FROM 6.0 MILES WEST OF THE TEXAS/BEAVER COUNTY LINE, EXTEND EAST. PROJECT LENGTH = 8.0 MILES. | ||||||||||||
| Primary County: | TEXAS | ||||||||||||
| Name of Road: | SH-3 | ||||||||||||
| Prime Contractor: | J & R SAND COMPANY, INC. | ||||||||||||
| P. O. BOX 2436 | |||||||||||||
| LIBERAL , KS 67905-2436 | |||||||||||||
| Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
| Date Let: | 02/17/2011 | NTP Effective Date: | 06/06/2011 | Pay Period: | 12/01/2011 TO 12/15/2011 |
| Date Awarded: | 03/07/2011 | Date Work Began: | 06/06/2011 | Original Contract Time: | 160 |
| Date Contract Executed: | 03/18/2011 | Date Time Stopped: | Current Time Charged: | 193.00 | |
| Date NTP Issued: | 03/28/2011 | Completion Date: | Current Time Allowed: | 188.00 | |
| General Liability Expires: | 08/31/2012 | Workman's Comp Expires: | 08/31/2012 | Percent Time Used: | 102.66 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $3,103,841.37 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $2,953,225.70 | Participating: | $2,877,575.17 | $2,754,050.22 | $123,524.95 | ||
| Percent Complete: | 92.46 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $234,143.34 | Total Earnings: | $2,877,575.17 | $2,754,050.22 | $123,524.95 | ||
| Unearned Balance: | $83,527.67 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $2,877,575.17 | $2,754,050.22 | $123,524.95 | ||||
| Other Adjustments: | $-4,127.14 | $-3,944.14 | $-183.00 | ||||
| Liq Dam/Disincentive: | $-3,750.00 | $-2,250.00 | $-1,500.00 | ||||
| TOTAL: | $2,869,698.03 | $2,747,856.08 | $121,841.95 | ||||
| Contract ID: | 110031 | Estimate Number: | 0011 | Primary JP: | 27476(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Latex Modified Conrete and Class B Bridge Deck Repair | Approved | 09/11/2011 | 0.0 | $-4,478.22 |
| 002 | Asphalt Binder Adjustment | Approved | 12/06/2011 | 0.0 | $155,093.89 |
| 003 | Plan Quantity Borrow | Approved | 12/09/2011 | 0.0 | $0.00 |
| 004 | Guardrail Beam and G.E.T. | Pending | 0 | 6.0 | $5,653.18 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 27476(04) | 0005 | ASCO MIXS46422OK(IA) | Stockpiled Material Initial Payment | 0004 | $557,150.00 |
| 27476(04) | 0005 | ASCO MIXS46422OK(IA) | Stockpiled Material Adjustment | 0009 | $-202,121.25 |
| 27476(04) | 0005 | ASCO MIXS46422OK(IA) | Stockpiled Material Adjustment | 0008 | $-355,028.75 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0010 | -3.0 | $750.00 | $-2,250.00 |
| System Application of Liquidated Damages | 0011 | -2.0 | $750.00 | $-1,500.00 |
| 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 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 9.04 | $5.00 | $45.26 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 14,201.15 | $4.76 | $67,688.36 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $-67,688.36 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0008 | 0.00 | $0.00 | $-2,708.40 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 13,176.81 | $3.92 | $51,737.43 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $-51,737.43 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 5,072.99 | $3.92 | $19,918.59 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $-19,918.59 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 0.00 | $0.00 | $-1,281.00 |
| 27476(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0011 | 0.00 | $0.00 | $-183.00 | Subtotals For Line Item Adjustments | $-4,127.14 | * = 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: | 110031 | Estimate Number: | 0011 | Primary JP: | 27476(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-017N(234)3P | Project: 27476(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 3,150.000 | 3,150.000 | 3,150.000 | $2.00 | $0.00 | $6,300.00 | |
| 0002 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
| 0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 32,854.000 | 32,854.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
| 0004 | TACK COAT | 407 0250 | GAL | 22,500.000 | 22,500.000 | 10,738.000 | $2.00 | $0.00 | $21,476.00 | |
| 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 32,539.000 | 32,539.000 | 0.000 | 32,459.990 | $61.00 | $0.00 | $1,980,059.39 |
| 0006 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 84,480.000 | 84,480.000 | 0.000 | $0.05 | $0.00 | $0.00 | |
| 0007 | APPROACH SLABS | 414(C) 0309 | SY | 571.000 | 571.000 | 559.811 | $135.00 | $0.00 | $75,574.49 | |
| 0008 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 12,730.000 | 12,730.000 | 14,522.970 | $2.00 | $0.00 | $29,045.94 | |
| 0009 | CLSM BACKFILL | 501(G) 6315 | CY | 80.000 | 80.000 | 56.160 | $200.00 | $0.00 | $11,232.00 | |
| 0010 | LATEX MODIFIED BRIDGE DECK OVERLAY | 505(D) 6087 | SY | 3,931.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
| 0011 | HYDRODEMOLITION | 505(G) 1000 | SY | 3,931.000 | 3,931.000 | 3,849.850 | $40.00 | $0.00 | $153,994.00 | |
| 0012 | REMOVAL OF EXISTING SLAB | 619(B) 6189 | SY | 571.000 | 571.000 | 559.819 | $24.00 | $0.00 | $13,435.66 | |
| 0013 | (PL)CURVED APPROACH GUARD RAIL | 623 8572 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $1,315.00 | $5,260.00 | $5,260.00 |
| 0014 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 550.000 | 550.000 | 1,175.000 | 1,175.000 | $22.17 | $26,049.75 | $26,049.75 |
| 0015 | GUARD RAIL ANCHOR UNIT (TYPE A) | 623(F) 4446 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $2,060.00 | $2,060.00 | $2,060.00 |
| 0016 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 11.000 | 11.000 | 11.000 | 11.000 | $2,085.00 | $22,935.00 | $22,935.00 |
| 0017 | (PL)BRIDGE GUARD RAIL CONNECTION-TYPE A | 623(I) 8675 | EA | 12.000 | 12.000 | 12.000 | 12.000 | $1,805.00 | $21,660.00 | $21,660.00 |
| 0018 | (PL)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 50.000 | 50.000 | 117.000 | $300.00 | $0.00 | $35,100.00 | |
| 0019 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 126,720.000 | 126,720.000 | 126,070.000 | 126,070.000 | $0.36 | $45,385.20 | $45,385.20 |
| 0020 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 400.000 | 400.000 | 7.000 | 8.000 | $25.00 | $175.00 | $200.00 |
| 0021 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.850 | $6,000.00 | $0.00 | $5,100.00 | |
| 8000 | LATEX MODIFIED BRIDGE DECK OVERLAY | 505(D) 6087 | SY | 0.000 | 3,931.000 | 3,848.770 | $73.38 | $0.00 | $282,422.74 | |
| 8001 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 0.000 | 9.000 | 8.500 | $210.00 | $0.00 | $1,785.00 | |
| 8002 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $155,093.89 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $123,524.95 | $2,779,075.17 | ||||||||
| Fed/State Project Number: NHY-017N(234)3P | Project: 27476(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0022 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $98,500.00 | $0.00 | $98,500.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $98,500.00 | ||||||||
| Fed/State Project Number: NHY-017N(234)3P | Project: 27476(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
| Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
| Subtotals For Project NHY-017N(234)3P /27476(04) | $123,524.95 | $2,877,575.17 | ||||||||