Contract ID: | 090629 | Estimate Number: | 0016 | Contract No: | 510672 | |||
Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | Account No: | 432800 | |||
Project Number(s): | BRF-STIM(432)CO | ||||||||||||
Primary Job Piece No: | 20709(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE COUNTY ROAD (EW-33): OVER CANDY CREEK, 0.2 MILES SOUTH AND 1.3 MILES EAST OF THE CITY OF WOLCO. PROJECT LENGTH = 0.473 MILES. | ||||||||||||
Primary County: | OSAGE | ||||||||||||
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: | 11/19/2009 | NTP Effective Date: | 03/22/2010 | Pay Period: | 12/16/2010 TO 12/31/2010 |
Date Awarded: | 12/07/2009 | Date Work Began: | 03/08/2010 | Original Contract Time: | 210 |
Date Contract Executed: | 12/18/2009 | Date Time Stopped: | Current Time Charged: | 299.00 | |
Date NTP Issued: | 02/09/2010 | Completion Date: | Current Time Allowed: | 300.00 | |
General Liability Expires: | 03/31/2011 | Workman's Comp Expires: | 03/31/2011 | Percent Time Used: | 99.67 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $1,062,958.51 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,045,619.26 | Participating: | $941,603.75 | $739,791.89 | $201,811.86 | ||
Percent Complete: | 88.30 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $124,326.37 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $106,987.12 | Total Earnings: | $941,603.75 | $739,791.89 | $201,811.86 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $941,603.75 | $739,791.89 | $201,811.86 | ||||
Other Adjustments: | $-2,971.61 | $0.00 | $-2,971.61 | ||||
Liq Dam/Disincentive: | $0.00 | $-1,500.00 | $1,500.00 | ||||
TOTAL: | $938,632.14 | $738,291.89 | $200,340.25 |
Contract ID: | 090629 | Estimate Number: | 0016 | Primary JP: | 20709(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Pier Revision | Approved | 08/04/2010 | 0.0 | $17,339.25 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20709(04) | 0021 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $-20,034.14 |
20709(04) | 0021 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $40,068.28 |
20709(04) | 0021 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0009 | $-20,034.14 |
20709(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $46,405.62 |
20709(04) | 0022 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-46,405.62 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0015 | -2.0 | $750.00 | $-1,500.00 |
System Application of Liquidated Damages | 0016 | --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 |
20709(04) | 0004 | TYPE A-SALVAGED TOPSOIL | * Material Discrepancy Adjustments | 0007 | -0.10 | $4,000.00 | $-400.00 |
20709(04) | 0004 | TYPE A-SALVAGED TOPSOIL | * Material Discrepancy Adjustments | 0008 | 0.10 | $4,000.00 | $400.00 |
20709(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0001 | -3,538.00 | $0.80 | $-2,830.40 |
20709(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 3,538.00 | $0.80 | $2,830.40 |
20709(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 1,067.89 | $1.40 | $1,503.64 |
20709(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * SUBSTANDARD ITEM | 0016 | 1.00 | $-7,242.17 | $-7,242.17 |
20709(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 1,719.44 | $1.60 | $2,766.92 |
20709(04) | 0038 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0001 | -0.10 | $2,500.00 | $-250.00 |
20709(04) | 0038 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0002 | -0.10 | $2,500.00 | $-250.00 |
20709(04) | 0038 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0003 | 0.20 | $2,500.00 | $500.00 | Subtotals For Line Item Adjustments | $-2,971.61 | * = 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: | 090629 | Estimate Number: | 0016 | Primary JP: | 20709(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: BRF-STIM(432)CO | Project: 20709(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 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 5,780.000 | 5,780.000 | 5,000.000 | $3.50 | $0.00 | $17,500.00 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 18,700.000 | 18,700.000 | 0.000 | 17,200.000 | $5.00 | $0.00 | $86,000.00 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.600 | $4,000.00 | $0.00 | $2,400.00 | |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 17.000 | 17.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,615.000 | 4,615.000 | 3,833.000 | $0.80 | $0.00 | $3,066.40 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 480.000 | 480.000 | 315.000 | $4.50 | $0.00 | $1,417.50 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,596.000 | 12,596.000 | 0.000 | $1.61 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.900 | 8.900 | 0.000 | $390.00 | $0.00 | $0.00 | |
0010 | AGGREGATE BASE | 303 0192 | CY | 1,456.000 | 1,456.000 | 0.000 | 1,193.820 | $37.50 | $0.00 | $44,768.25 |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 280.000 | 280.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0012 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 1,647.000 | 1,647.000 | 1,067.890 | 1,067.890 | $53.50 | $57,132.12 | $57,132.12 |
0013 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,177.000 | 1,177.000 | 1,719.440 | 1,719.440 | $66.00 | $113,483.04 | $113,483.04 |
0014 | CLASS A CONCRETE | 509(B) 0321 | CY | 123.000 | 123.000 | 123.000 | $310.00 | $0.00 | $38,130.00 | |
0015 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0016 | REINFORCING STEEL | 511(A) 0332 | LB | 18,870.000 | 18,870.000 | 18,870.000 | $0.75 | $0.00 | $14,152.50 | |
0017 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 294.000 | 294.000 | 0.000 | 186.000 | $20.00 | $0.00 | $3,720.00 |
0018 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4516 | EA | 10.000 | 10.000 | 0.000 | 8.000 | $250.00 | $0.00 | $2,000.00 |
Subtotals For Category 0100/ROADWAY | $170,615.16 | $388,769.81 | ||||||||
Fed/State Project Number: BRF-STIM(432)CO | Project: 20709(04) | Category: 0200/BRIDGE | ||||||||
0019 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 62.000 | 62.000 | 0.000 | 62.000 | $15.00 | $0.00 | $930.00 |
0020 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $25.00 | $0.00 | $2,000.00 | |
0021 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 353.340 | 353.340 | 353.340 | $180.00 | $0.00 | $63,601.20 | |
0022 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 396.670 | 396.670 | 396.670 | $190.00 | $0.00 | $75,367.30 | |
0023 | APPROACH SLAB | 504(A) 1304 | SY | 77.000 | 77.000 | 0.000 | 77.000 | $170.00 | $0.00 | $13,090.00 |
0024 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 35.420 | 35.420 | 0.000 | 35.420 | $200.00 | $0.00 | $7,084.00 |
0025 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 437.000 | 437.000 | 437.000 | $45.00 | $0.00 | $19,665.00 | |
0026 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,480.000 | 4,480.000 | 0.000 | 4,480.000 | $2.75 | $0.00 | $12,320.00 |
0027 | CLASS AA CONCRETE | 509(A) 1326 | CY | 174.200 | 174.200 | 174.200 | $435.00 | $0.00 | $75,777.00 | |
0028 | CLASS A CONCRETE | 509(B) 1328 | CY | 101.120 | 134.370 | 134.480 | $435.00 | $0.00 | $58,498.80 | |
0029 | REINFORCING STEEL | 511(A) 1332 | LB | 56,244.000 | 60,078.000 | 60,077.840 | $0.75 | $0.00 | $45,058.38 | |
0030 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 545.000 | 545.000 | 545.000 | $24.00 | $0.00 | $13,080.00 | |
0031 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 545.000 | 545.000 | 0.000 | 477.710 | $16.00 | $0.00 | $7,643.36 |
0032 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 108.000 | 108.000 | 108.000 | $435.00 | $0.00 | $46,980.00 | |
0033 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,750.000 | 1,750.000 | 601.370 | 1,366.590 | $30.00 | $18,041.10 | $40,997.70 |
0034 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 750.000 | 750.000 | 141.020 | 495.540 | $30.00 | $4,230.60 | $14,866.20 |
0035 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $30,000.00 | $0.00 | $0.00 | |
0036 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $1,050.00 | $4,200.00 | $4,200.00 |
0037 | GUARD RAIL ANCHOR UNIT (TYPE A) | 623(F) 6029 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $1,150.00 | $4,600.00 | $4,600.00 |
0038 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.050 | 0.900 | $2,500.00 | $125.00 | $2,250.00 |
Subtotals For Category 0200/BRIDGE | $31,196.70 | $508,008.94 | ||||||||
Fed/State Project Number: BRF-STIM(432)CO | Project: 20709(04) | Category: 0600/STAKING | ||||||||
0039 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $3,500.00 | $0.00 | $3,325.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $3,325.00 | ||||||||
Fed/State Project Number: BRF-STIM(432)CO | Project: 20709(04) | Category: 0640/CONSTRUCTION | ||||||||
0040 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,000.00 | $0.00 | $1,500.00 | |
0041 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $41,500.00 | ||||||||
Fed/State Project Number: BRF-STIM(432)CO | Project: 20709(04) | Category: 0901/NON PARTICAPTING | ||||||||
0042 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,260.000 | 5,260.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
Subtotals For Category 0901/NON PARTICAPTING | $0.00 | $0.00 | ||||||||
Subtotals For Project BRF-STIM(432)CO /20709(04) | $201,811.86 | $941,603.75 |