| Contract ID: | 110466 | Estimate Number: | 0008 | Contract No: | 710411 | |||
| Residency: | CIRCUIT ENGR. DISTRICT # 7 (05005) | Estimate Type: | Progressive | Account No: | 436500 | |||
| Project Number(s): | BRO-120D(153)CI | ||||||||||||
| Primary Job Piece No: | 24670(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (EW-89): OVER DEER CREEK, 3.2 MILES WEST OF THE SH-33 JUNCTION. PROJECT LENGTH = 0.199 MILES | ||||||||||||
| Primary County: | CUSTER | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | K & R BUILDERS, INC. | ||||||||||||
| P.O. BOX 656 | |||||||||||||
| WHEATLAND , OK 73097 | |||||||||||||
| Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
| Date Let: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 05/01/2012 TO 05/15/2012 |
| Date Awarded: | 10/03/2011 | Date Work Began: | 01/23/2012 | Original Contract Time: | 120 |
| Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 85.00 | |
| Date NTP Issued: | 10/14/2011 | Completion Date: | Current Time Allowed: | 120.00 | |
| General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2012 | Percent Time Used: | 70.83 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $565,376.10 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $565,376.10 | Participating: | $330,859.74 | $295,386.14 | $35,473.60 | ||
| Percent Complete: | 66.28 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $190,637.30 | Total Earnings: | $330,859.74 | $295,386.14 | $35,473.60 | ||
| Unearned Balance: | $190,637.30 | Stockpiled Materials: | $43,879.06 | $52,398.47 | $-8,519.41 | ||
| Gross Earnings: | $374,738.80 | $347,784.61 | $26,954.19 | ||||
| Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $374,738.80 | $347,784.61 | $26,954.19 | ||||
| Contract ID: | 110466 | Estimate Number: | 0008 | Primary JP: | 24670(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 |
| 24670(04) | 0011 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0001 | $39,028.84 |
| 24670(04) | 0012 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $32,423.74 |
| 24670(04) | 0012 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-32,423.74 |
| 24670(04) | 0014 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $2,556.56 |
| 24670(04) | 0016 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $3,771.45 |
| 24670(04) | 0016 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-3,771.45 |
| 24670(04) | 0017 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $3,771.45 |
| 24670(04) | 0017 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-3,771.45 |
| 24670(04) | 0020 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-976.51 |
| 24670(04) | 0020 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $7,062.31 |
| 24670(04) | 0020 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-3,792.14 | Subtotals For Stockpile Payments | $43,879.06 |
| 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 |
| No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 | |||||
| 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: | 110466 | Estimate Number: | 0008 | Primary JP: | 24670(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-120D(153)CI | Project: 24670(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.700 | $24,800.00 | $0.00 | $17,360.00 | |
| 0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 800.000 | 800.000 | 553.200 | $1.35 | $0.00 | $746.82 | |
| 0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 7,500.000 | 7,500.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
| 0004 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.550 | 1.550 | 0.380 | $150.00 | $0.00 | $57.00 | |
| 0005 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 534.000 | 534.000 | 0.000 | $26.05 | $0.00 | $0.00 | |
| 0006 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.000 | 15.000 | 0.000 | $242.50 | $0.00 | $0.00 | |
| 0007 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 112.000 | 112.000 | 112.000 | $21.00 | $0.00 | $2,352.00 | |
| 0008 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 4.000 | 4.000 | 0.000 | $950.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $20,515.82 | ||||||||
| Fed/State Project Number: BRO-120D(153)CI | Project: 24670(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0009 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $7.67 | $0.00 | $613.60 | |
| 0010 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 50.000 | 50.000 | 50.000 | 50.000 | $10.67 | $533.50 | $533.50 |
| 0011 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 313.340 | 313.340 | 0.000 | $147.50 | $0.00 | $0.00 | |
| 0012 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 236.670 | 236.670 | 236.670 | $173.00 | $0.00 | $40,943.91 | |
| 0013 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 29.420 | 29.420 | 0.000 | $220.00 | $0.00 | $0.00 | |
| 0014 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 337.000 | 337.000 | 0.000 | $62.67 | $0.00 | $0.00 | |
| 0015 | STRUCTURAL STEEL | 506(A) 1322 | LB | 489.000 | 489.000 | 489.000 | 489.000 | $3.10 | $1,515.90 | $1,515.90 |
| 0016 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 12.000 | 12.000 | 12.000 | 12.000 | $820.00 | $9,840.00 | $9,840.00 |
| 0017 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 12.000 | 12.000 | 12.000 | 12.000 | $820.00 | $9,840.00 | $9,840.00 |
| 0018 | CLASS AA CONCRETE | 509(A) 1326 | CY | 106.000 | 106.000 | 0.000 | $470.00 | $0.00 | $0.00 | |
| 0019 | CLASS A CONCRETE | 509(B) 1328 | CY | 86.200 | 86.200 | 12.230 | 86.200 | $478.33 | $5,849.98 | $41,232.05 |
| 0020 | REINFORCING STEEL | 511(A) 1332 | LB | 36,324.000 | 36,324.000 | 1,917.130 | 12,348.000 | $0.90 | $1,725.42 | $11,113.20 |
| 0021 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 700.000 | 700.000 | 700.000 | $23.10 | $0.00 | $16,170.00 | |
| 0022 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 700.000 | 700.000 | 671.940 | $9.90 | $0.00 | $6,652.21 | |
| 0023 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 152.000 | 152.000 | 0.000 | 157.630 | $497.00 | $0.00 | $78,342.11 |
| 0024 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,300.000 | 2,300.000 | 137.130 | 1,479.160 | $37.12 | $5,090.27 | $54,906.42 |
| 0025 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 800.000 | 800.000 | 24.950 | 530.630 | $29.40 | $733.53 | $15,600.52 |
| 0026 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 0.000 | $2,250.00 | $0.00 | $0.00 | |
| 0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.150 | 0.650 | $2,300.00 | $345.00 | $1,495.00 |
| Subtotals For Category 0200/BRIDGE 'A' | $35,473.60 | $288,798.42 | ||||||||
| Fed/State Project Number: BRO-120D(153)CI | Project: 24670(04) | Category: 0600/STAKING | ||||||||
| 0028 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $5,000.00 | $0.00 | $3,750.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $3,750.00 | ||||||||
| Fed/State Project Number: BRO-120D(153)CI | Project: 24670(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0029 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $2,925.00 | $0.00 | $1,462.50 | |
| 0030 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $16,333.00 | $0.00 | $16,333.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $17,795.50 | ||||||||
| Subtotals For Project BRO-120D(153)CI /24670(04) | $35,473.60 | $330,859.74 | ||||||||