| Contract ID: | 110411 | Estimate Number: | 0012 | Contract No: | 710564 | |||
| Residency: | CIRCUIT ENGR. DISTRICT # 8 (06009) | Estimate Type: | Progressive | Account No: | 436600 | |||
| Project Number(s): | BRO-102D(136)CI | ||||||||||||
| Primary Job Piece No: | 25910(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (EW-030): OVER EAGLE CHIEF CREEK 1.0 MILE NORTH OF SH-45 AND 5.7 MILES WEST OF SH-8, WEST OF CARMEN. PROJECT LENGTH = 0.274 MILES. | ||||||||||||
| Primary County: | ALFALFA | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
| 1220 E. MAIN | |||||||||||||
| CORDELL , OK 73632 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 10/20/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 07/16/2012 TO 08/31/2012 |
| Date Awarded: | 11/07/2011 | Date Work Began: | 01/23/2012 | Original Contract Time: | 150 |
| Date Contract Executed: | 11/22/2011 | Date Time Stopped: | Current Time Charged: | 155.00 | |
| Date NTP Issued: | 11/29/2011 | Completion Date: | Current Time Allowed: | 156.00 | |
| General Liability Expires: | 07/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 99.36 % |
| Specification Year: | 2009 | Date Approved: | 09/10/2012 | ||
| Current Contract Amount: | $885,283.90 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $875,761.90 | Participating: | $844,587.24 | $755,004.91 | $89,582.33 | ||
| Percent Complete: | 95.30 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $41,596.66 | Total Earnings: | $844,587.24 | $755,004.91 | $89,582.33 | ||
| Unearned Balance: | $32,074.66 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $844,587.24 | $755,004.91 | $89,582.33 | ||||
| Other Adjustments: | $-900.00 | $0.00 | $-900.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $843,687.24 | $755,004.91 | $88,682.33 | ||||
| Contract ID: | 110411 | Estimate Number: | 0012 | Primary JP: | 25910(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | ACED8 Additional Drive | Approved | 07/31/2012 | 6.0 | $9,522.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 25910(04) | 0014 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $-151,752.18 |
| 25910(04) | 0014 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0001 | $151,752.18 | 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 |
| 25910(04) | 8000 | UNCLASSIFIED EXCAVATION | * Material Discrepancy Adjustments | 0012 | -150.00 | $6.00 | $-900.00 | Subtotals For Line Item Adjustments | $-900.00 | * = 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: | 110411 | Estimate Number: | 0012 | Primary JP: | 25910(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: BRO-102D(136)CI | Project: 25910(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.350 | 1.000 | $30,000.00 | $10,500.00 | $30,000.00 |
| 0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 200.000 | 200.000 | 700.000 | $2.00 | $0.00 | $1,400.00 | |
| 0003 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,100.000 | 1,100.000 | 0.000 | 0.000 | $5.50 | $0.00 | $0.00 |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 14,446.000 | 14,446.000 | 0.000 | 0.000 | $1.60 | $0.00 | $0.00 |
| 0005 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.980 | 2.980 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 |
| 0006 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 629.000 | 749.000 | 778.390 | 778.390 | $35.55 | $27,671.76 | $27,671.76 |
| 0007 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 |
| 0008 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 166.000 | 166.000 | 246.000 | 246.000 | $38.00 | $9,348.00 | $9,348.00 |
| 0009 | 42" CORR. GALV. STEEL PIPE | 613(B) 0693 | LF | 148.000 | 148.000 | 148.000 | 148.000 | $46.00 | $6,808.00 | $6,808.00 |
| 0010 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 4.000 | 4.000 | 6.000 | 6.000 | $950.00 | $5,700.00 | $5,700.00 |
| 0011 | TYPE DD4 CULVERT END TREATMENT | 613(M) 7194 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $1,100.00 | $2,200.00 | $2,200.00 |
| 8000 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 150.000 | 300.000 | 300.000 | $6.00 | $1,800.00 | $1,800.00 |
| 8001 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 0.000 | 62.000 | 0.000 | 0.000 | $38.00 | $0.00 | $0.00 |
| 8002 | TYPE B4 SLOPED CONCRETE END SECTION | 613(N) 7501 | EA | 0.000 | 2.000 | 0.000 | 0.000 | $1,000.00 | $0.00 | $0.00 |
| Subtotals For Category 0100/ROADWAY | $64,027.76 | $84,927.76 | ||||||||
| Fed/State Project Number: BRO-102D(136)CI | Project: 25910(04) | Category: 0200/BRIDGE | ||||||||
| 0012 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 96.000 | 96.000 | 96.000 | 96.000 | $7.00 | $672.00 | $672.00 |
| 0013 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 114.000 | 114.000 | 114.000 | $7.00 | $0.00 | $798.00 | |
| 0014 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,128.500 | 1,128.500 | 1,128.500 | $175.00 | $0.00 | $197,487.50 | |
| 0015 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 33.970 | 33.970 | -33.970 | 33.970 | $235.00 | $-7,982.95 | $7,982.95 |
| 0016 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 643.160 | 643.160 | 643.160 | $55.00 | $0.00 | $35,373.80 | |
| 0017 | STRUCTURAL STEEL | 506(A) 1322 | LB | 530.000 | 530.000 | 530.000 | $3.50 | $0.00 | $1,855.00 | |
| 0018 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 12.000 | 12.000 | 12.000 | $800.00 | $0.00 | $9,600.00 | |
| 0019 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 12.000 | 12.000 | 12.000 | $800.00 | $0.00 | $9,600.00 | |
| 0020 | CLASS AA CONCRETE | 509(A) 1326 | CY | 215.800 | 215.800 | 215.800 | $450.00 | $0.00 | $97,110.00 | |
| 0021 | CLASS A CONCRETE | 509(B) 1328 | CY | 95.800 | 95.800 | 95.800 | $450.00 | $0.00 | $43,110.00 | |
| 0022 | REINFORCING STEEL | 511(A) 1332 | LB | 61,459.000 | 61,459.000 | 61,459.000 | $0.90 | $0.00 | $55,313.10 | |
| 0023 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 979.000 | 979.000 | 979.000 | $24.00 | $0.00 | $23,496.00 | |
| 0024 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 979.000 | 979.000 | 323.300 | $11.00 | $0.00 | $3,556.30 | |
| 0025 | DRILLED SHAFTS 42" DIAMETER | 516(A) 6093 | LF | 218.000 | 218.000 | 219.000 | $400.00 | $0.00 | $87,600.00 | |
| 0026 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,386.000 | 2,386.000 | 477.240 | 2,389.000 | $44.00 | $20,998.56 | $105,116.00 |
| 0027 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 720.000 | 720.000 | 78.640 | 684.970 | $39.00 | $3,066.96 | $26,713.83 |
| 0028 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| 0029 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,200.00 | $8,800.00 | $8,800.00 |
| 0030 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $2,000.00 | $0.00 | $1,500.00 | |
| Subtotals For Category 0200/BRIDGE | $25,554.57 | $723,184.48 | ||||||||
| Fed/State Project Number: BRO-102D(136)CI | Project: 25910(04) | Category: 0600/STAKING | ||||||||
| 0031 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $7,500.00 | $0.00 | $5,625.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $5,625.00 | ||||||||
| Fed/State Project Number: BRO-102D(136)CI | Project: 25910(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0032 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.850 | $1,000.00 | $0.00 | $850.00 | |
| 0033 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $30,850.00 | ||||||||
| Subtotals For Project BRO-102D(136)CI /25910(04) | $89,582.33 | $844,587.24 | ||||||||