| Contract ID: | 090374 | Estimate Number: | 0011 | Contract No: | 411219 | |||
| Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 432800 | |||
| Project Number(s): | BRO-STIM(183)CO | ||||||||||||
| Primary Job Piece No: | 21644(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD: OVER CHOUTEAU CREEK, 0.3 MILE SOUTH AND 2.3 MILES EAST OF CHOUTEAU. PROJECT LENGTH = 0.115 MILES | ||||||||||||
| Primary County: | MAYES | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) | ||||||||||||
| 1105 FIRST PLACE BLVD. | |||||||||||||
| YUKON , OK 73099 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 04/23/2009 | NTP Effective Date: | 09/08/2009 | Pay Period: | 04/01/2010 TO 04/15/2010 |
| Date Awarded: | 04/27/2009 | Date Work Began: | 09/29/2009 | Original Contract Time: | 180 |
| Date Contract Executed: | 05/05/2009 | Date Time Stopped: | Current Time Charged: | 220.00 | |
| Date NTP Issued: | 05/07/2009 | Completion Date: | Current Time Allowed: | 224.00 | |
| General Liability Expires: | 07/01/2010 | Workman's Comp Expires: | 07/01/2010 | Percent Time Used: | 98.21 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $992,147.22 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $992,147.22 | Participating: | $967,501.24 | $912,708.67 | $54,792.57 | ||
| Percent Complete: | 97.72 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $22,633.43 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $22,633.43 | Total Earnings: | $967,501.24 | $912,708.67 | $54,792.57 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $967,501.24 | $912,708.67 | $54,792.57 | ||||
| Other Adjustments: | $2,012.55 | $0.00 | $2,012.55 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $969,513.79 | $912,708.67 | $56,805.12 | ||||
| Contract ID: | 090374 | Estimate Number: | 0011 | Primary JP: | 21644(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 |
| 21644(04) | 0015 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0005 | $-141,674.07 |
| 21644(04) | 0015 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $141,674.07 | 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 |
| 21644(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $1,230.43 |
| 21644(04) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $782.12 |
| 21644(04) | 0016 | (PL)SEALED EXPANSION JOINTS | * Material Discrepancy Adjustments | 0006 | -35.42 | $238.56 | $-8,449.80 |
| 21644(04) | 0016 | (PL)SEALED EXPANSION JOINTS | * Material Discrepancy Adjustments | 0007 | 35.42 | $238.56 | $8,449.80 |
| 21644(04) | 0029 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0006 | -168.53 | $27.44 | $-4,624.46 |
| 21644(04) | 0029 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0007 | 168.53 | $27.44 | $4,624.46 | Subtotals For Line Item Adjustments | $2,012.55 | * = 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: | 090374 | Estimate Number: | 0011 | Primary JP: | 21644(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-STIM(183)CO | Project: 21644(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $35,840.00 | $0.00 | $35,840.00 | |
| 0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.500 | $2,240.00 | $0.00 | $1,120.00 | |
| 0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 600.000 | 600.000 | 400.000 | $2.80 | $0.00 | $1,120.00 | |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,130.000 | 1,130.000 | 0.000 | $3.36 | $0.00 | $0.00 | |
| 0005 | SEEDING METHOD A | 232(A) 2813 | AC | 0.230 | 0.230 | 0.000 | $672.00 | $0.00 | $0.00 | |
| 0006 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.230 | 0.230 | 0.000 | $392.00 | $0.00 | $0.00 | |
| 0007 | AGGREGATE BASE | 303 0192 | CY | 300.000 | 300.000 | 300.000 | $58.80 | $0.00 | $17,640.00 | |
| 0008 | SEPARATOR FABRIC | 325 5271 | SY | 1,265.000 | 1,265.000 | 1,964.820 | $2.80 | $0.00 | $5,501.50 | |
| 0009 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 281.000 | 281.000 | 296.890 | 296.890 | $89.60 | $26,601.34 | $26,601.34 |
| 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 139.000 | 139.000 | 165.130 | 165.130 | $109.76 | $18,124.67 | $18,124.67 |
| 0011 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 50.000 | 0.000 | $280.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $44,726.01 | $105,947.51 | ||||||||
| Fed/State Project Number: BRO-STIM(183)CO | Project: 21644(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0012 | APPROACH SLABS | 414(C) 0309 | SY | 115.000 | 115.000 | 114.960 | $224.00 | $0.00 | $25,751.04 | |
| 0013 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $14.79 | $0.00 | $1,331.10 | |
| 0014 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 102.000 | 102.000 | 0.000 | $14.79 | $0.00 | $0.00 | |
| 0015 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,190.010 | 1,190.010 | 1,190.010 | $174.72 | $0.00 | $207,918.55 | |
| 0016 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 35.420 | 35.420 | 35.420 | $238.56 | $0.00 | $8,449.80 | |
| 0017 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 665.000 | 665.000 | 665.000 | $59.59 | $0.00 | $39,627.35 | |
| 0018 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,120.000 | 5,120.000 | 5,120.000 | $2.80 | $0.00 | $14,336.00 | |
| 0019 | CLASS AA CONCRETE | 509(A) 1326 | CY | 272.400 | 272.400 | 272.400 | $504.00 | $0.00 | $137,289.60 | |
| 0020 | CLASS A CONCRETE | 509(B) 1328 | CY | 119.020 | 119.020 | 119.020 | $504.00 | $0.00 | $59,986.08 | |
| 0021 | REINFORCING STEEL | 511(A) 1332 | LB | 91,256.000 | 91,256.000 | 91,256.000 | $0.88 | $0.00 | $80,305.28 | |
| 0022 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 170.000 | 170.000 | 170.000 | $25.76 | $0.00 | $4,379.20 | |
| 0023 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 532.000 | 532.000 | 532.000 | $31.36 | $0.00 | $16,683.52 | |
| 0024 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 170.000 | 170.000 | 152.270 | $12.32 | $0.00 | $1,875.97 | |
| 0025 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 532.000 | 532.000 | 495.000 | $12.32 | $0.00 | $6,098.40 | |
| 0026 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 28.000 | 28.000 | 0.000 | $11.20 | $0.00 | $0.00 | |
| 0027 | DRILLED SHAFTS 42" DIAMETER | 516(A) 6093 | LF | 84.000 | 84.000 | 104.580 | $682.08 | $0.00 | $71,331.93 | |
| 0028 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,500.000 | 2,500.000 | 1,921.700 | $33.04 | $0.00 | $63,492.97 | |
| 0029 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 600.000 | 600.000 | 484.990 | $27.44 | $0.00 | $13,308.12 | |
| 0030 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $33,600.00 | $0.00 | $33,600.00 | |
| 0031 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,464.00 | $9,856.00 | $9,856.00 |
| 0032 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.080 | 0.980 | $2,632.00 | $210.56 | $2,579.36 |
| Subtotals For Category 0200/BRIDGE 'A' | $10,066.56 | $798,200.27 | ||||||||
| Fed/State Project Number: BRO-STIM(183)CO | Project: 21644(04) | Category: 0600/STAKING | ||||||||
| 0033 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $7,840.00 | $0.00 | $7,448.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $7,448.00 | ||||||||
| Fed/State Project Number: BRO-STIM(183)CO | Project: 21644(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0034 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $55,905.45 | $0.00 | $55,905.46 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $55,905.46 | ||||||||
| Fed/State Project Number: BRO-STIM(183)CO | Project: 21644(04) | Category: 0850/Non ARRA Funding | ||||||||
| 8000 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $0.00 | ||||||||
| Subtotals For Project BRO-STIM(183)CO /21644(04) | $54,792.57 | $967,501.24 | ||||||||