| Contract ID: | 090368 | Estimate Number: | 0003 | Contract No: | 411231 | |||
| Residency: | CIRCUIT ENGR. DISTRICT # 8 (04009) | Estimate Type: | Progressive | Account No: | 432400 | |||
| Project Number(s): | BRO-STIM(228)CO | ||||||||||||
| Primary Job Piece No: | 22657(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (EW-13): OVER SAND CREEK, 1.0 MILE NORTH AND 1.5 MILES EAST OF SH-11/SH-132 JCT. PROJECT LENGTH = 0.207 MILES | ||||||||||||
| Primary County: | GRANT | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | BEACHNER CONSTRUCTION CO., INC. | ||||||||||||
| P. O. BOX 128 | |||||||||||||
| SAINT PAUL , KS 66771 | |||||||||||||
| Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
| Date Let: | 04/23/2009 | NTP Effective Date: | 08/03/2009 | Pay Period: | 09/16/2009 TO 09/30/2009 |
| Date Awarded: | 04/27/2009 | Date Work Began: | 09/01/2009 | Original Contract Time: | 150 |
| Date Contract Executed: | 05/12/2009 | Date Time Stopped: | Current Time Charged: | 59.00 | |
| Date NTP Issued: | 05/19/2009 | Completion Date: | Current Time Allowed: | 162.00 | |
| General Liability Expires: | 03/31/2010 | Workman's Comp Expires: | 03/31/2010 | Percent Time Used: | 36.42 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $521,593.75 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $521,593.75 | Participating: | $137,569.00 | $84,994.00 | $52,575.00 | ||
| Percent Complete: | 43.90 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $292,624.46 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $292,624.46 | Total Earnings: | $137,569.00 | $84,994.00 | $52,575.00 | ||
| Stockpiled Materials: | $91,400.29 | $91,400.29 | $0.00 | ||||
| Gross Earnings: | $228,969.29 | $176,394.29 | $52,575.00 | ||||
| Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $228,969.29 | $176,394.29 | $52,575.00 | ||||
| Contract ID: | 090368 | Estimate Number: | 0003 | Primary JP: | 22657(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 |
| 22657(04) | 0017 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0001 | $91,400.29 | Subtotals For Stockpile Payments | $91,400.29 |
| 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 |
| No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 | |||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| No milestones exist for this contract. | |||||||||
| Contract ID: | 090368 | Estimate Number: | 0003 | Primary JP: | 22657(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(228)CO | Project: 22657(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0002 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.000 | 0.750 | $15,000.00 | $0.00 | $11,250.00 |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $6,000.00 | $0.00 | $3,000.00 |
| 0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 250.000 | 250.000 | 0.000 | $0.40 | $0.00 | $0.00 | |
| 0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 800.000 | 800.000 | 0.000 | 357.000 | $4.50 | $0.00 | $1,606.50 |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 6,117.000 | 6,117.000 | 0.000 | $1.75 | $0.00 | $0.00 | |
| 0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.260 | 1.260 | 0.000 | $400.00 | $0.00 | $0.00 | |
| 0008 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 524.000 | 524.000 | 0.000 | $37.50 | $0.00 | $0.00 | |
| 0009 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0010 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
| 0011 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 4.000 | 4.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
| 0012 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 44.000 | 44.000 | 0.000 | $23.50 | $0.00 | $0.00 | |
| 0013 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 38.000 | 38.000 | 0.000 | $21.50 | $0.00 | $0.00 | |
| 0014 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 40.000 | 40.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $20,856.50 | ||||||||
| Fed/State Project Number: BRO-STIM(228)CO | Project: 22657(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0015 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 60.000 | 60.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0016 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 40.000 | 40.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| 0017 | PRESTRESSED CONCRETE DOUBLE TEE | 503(B) 6144 | LF | 554.000 | 554.000 | 0.000 | $235.00 | $0.00 | $0.00 | |
| 0018 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 325.000 | 325.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0019 | CLASS AA CONCRETE | 509(A) 1326 | CY | 98.000 | 98.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0020 | CLASS A CONCRETE | 509(B) 1328 | CY | 61.000 | 61.000 | 19.000 | 19.000 | $500.00 | $9,500.00 | $9,500.00 |
| 0021 | REINFORCING STEEL | 511(A) 1332 | LB | 25,880.000 | 25,880.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
| 0022 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 465.000 | 465.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0023 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 465.000 | 465.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0024 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 182.000 | 182.000 | 90.000 | 182.500 | $405.00 | $36,450.00 | $73,912.50 |
| 0025 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 598.000 | 598.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| 0026 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 144.000 | 144.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| 0027 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
| 0028 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 0.000 | $2,150.00 | $0.00 | $0.00 | |
| 0029 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.200 | 0.300 | $2,500.00 | $500.00 | $750.00 |
| Subtotals For Category 0200/BRIDGE 'A' | $46,450.00 | $87,162.50 | ||||||||
| Fed/State Project Number: BRO-STIM(228)CO | Project: 22657(04) | Category: 0600/STAKING | ||||||||
| 0030 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $4,500.00 | $1,125.00 | $2,250.00 |
| Subtotals For Category 0600/STAKING | $1,125.00 | $2,250.00 | ||||||||
| Fed/State Project Number: BRO-STIM(228)CO | Project: 22657(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0031 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.200 | 0.300 | $3,000.00 | $600.00 | $900.00 |
| 0032 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 0.100 | 0.600 | $44,000.00 | $4,400.00 | $26,400.00 |
| Subtotals For Category 0640/CONSTRUCTION | $5,000.00 | $27,300.00 | ||||||||
| Subtotals For Project BRO-STIM(228)CO /22657(04) | $52,575.00 | $137,569.00 | ||||||||