Contract ID: | 090356 | Estimate Number: | 0012 | Contract No: | 411377 | |||
Residency: | CIRCUIT ENGR. DISTRICT # 7 (05005) | Estimate Type: | Progressive | Account No: | 436500 | |||
Project Number(s): | BRO-STIM(219)CO | ||||||||||||
Primary Job Piece No: | 23060(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD(EW-117): OVER BUFFALO CREEK, 7.5 MILES NORTH OF ERICK. PROJECT LENGTH = 0.208 MILES | ||||||||||||
Primary County: | BECKHAM | ||||||||||||
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: | 05/14/2009 | NTP Effective Date: | 08/03/2009 | Pay Period: | 01/01/2010 TO 01/31/2010 |
Date Awarded: | 05/19/2009 | Date Work Began: | 08/03/2009 | Original Contract Time: | 120 |
Date Contract Executed: | 05/29/2009 | Date Time Stopped: | Current Time Charged: | 182.00 | |
Date NTP Issued: | 06/01/2009 | Completion Date: | Current Time Allowed: | 184.00 | |
General Liability Expires: | 05/01/2010 | Workman's Comp Expires: | 07/01/2010 | Percent Time Used: | 98.91 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $715,855.01 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $714,339.01 | Participating: | $713,295.69 | $677,611.60 | $35,684.09 | ||
Percent Complete: | 99.61 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,807.32 | Non ARRA: | $1,516.00 | $1,516.00 | $0.00 | ||
Unearned Balance: | $1,291.32 | Total Earnings: | $714,811.69 | $679,127.60 | $35,684.09 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $714,811.69 | $679,127.60 | $35,684.09 | ||||
Other Adjustments: | $-1,764.00 | $0.00 | $-1,764.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $713,047.69 | $679,127.60 | $33,920.09 |
Contract ID: | 090356 | Estimate Number: | 0012 | Primary JP: | 23060(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | 28x20 CGSPA | Approved | 12/28/2009 | 1.0 | $1,516.00 |
002 | 10" Steel Piling Splices | Pending | 0 | 0.0 | $350.00 |
003 | Solid Slab Sod Overrun | Pending | 0 | 0.0 | $1,764.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
23060(04) | 0011 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $86,530.48 |
23060(04) | 0011 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $-43,263.15 |
23060(04) | 0011 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0005 | $-43,267.33 | 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 |
23060(04) | 0002 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0001 | -146.90 | $1.75 | $-257.08 |
23060(04) | 0002 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -427.80 | $1.75 | $-748.65 |
23060(04) | 0002 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | 150.00 | $1.75 | $262.50 |
23060(04) | 0002 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 424.70 | $1.75 | $743.23 |
23060(04) | 0003 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0012 | -900.00 | $1.96 | $-1,764.00 |
23060(04) | 0026 | GUARD RAIL ANCHOR UNIT (TYPE II) | * Material Discrepancy Adjustments | 0010 | -4.00 | $2,500.00 | $-10,000.00 |
23060(04) | 0026 | GUARD RAIL ANCHOR UNIT (TYPE II) | * Material Discrepancy Adjustments | 0011 | 4.00 | $2,500.00 | $10,000.00 | Subtotals For Line Item Adjustments | $-1,764.00 | * = 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: | 090356 | Estimate Number: | 0012 | Primary JP: | 23060(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(219)CO | Project: 23060(04) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $58,514.00 | $0.00 | $58,514.00 | |
0002 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,660.000 | 1,660.000 | 1,514.780 | $1.75 | $0.00 | $2,650.87 | |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 7,200.000 | 7,200.000 | 17,937.750 | 17,937.750 | $1.96 | $35,157.99 | $35,157.99 |
0004 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.570 | 3.570 | 0.000 | $400.00 | $0.00 | $0.00 | |
0005 | AGGREGATE BASE | 303 5912 | TON | 790.000 | 790.000 | 789.860 | $30.00 | $0.00 | $23,695.80 | |
0006 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 570.000 | 570.000 | 546.310 | $30.00 | $0.00 | $16,389.30 | |
0007 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $325.00 | $0.00 | $0.00 | |
0008 | 48" CORR. GALV. STEEL PIPE | 613(D) 0694 | LF | 200.000 | 200.000 | 200.000 | $45.00 | $0.00 | $9,000.00 | |
Subtotals For Category 0100/ROADWAY | $35,157.99 | $145,407.96 | ||||||||
Fed/State Project Number: BRO-STIM(219)CO | Project: 23060(04) | Category: 0200/BRIDGE 'A' | ||||||||
0009 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 78.000 | 78.000 | 78.000 | $10.00 | $0.00 | $780.00 | |
0010 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 64.000 | 64.000 | 64.000 | $15.00 | $0.00 | $960.00 | |
0011 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 830.010 | 830.010 | 830.010 | $160.00 | $0.00 | $132,801.60 | |
0012 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 29.420 | 29.420 | 29.420 | $220.00 | $0.00 | $6,472.40 | |
0013 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 477.000 | 477.000 | 477.000 | $65.00 | $0.00 | $31,005.00 | |
0014 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,420.000 | 4,420.000 | 4,420.000 | $3.40 | $0.00 | $15,028.00 | |
0015 | CLASS AA CONCRETE | 509(A) 1326 | CY | 158.800 | 158.800 | 158.800 | $525.00 | $0.00 | $83,370.00 | |
0016 | CLASS A CONCRETE | 509(B) 1328 | CY | 75.600 | 75.600 | 75.600 | $575.00 | $0.00 | $43,470.00 | |
0017 | REINFORCING STEEL | 511(A) 1332 | LB | 43,513.000 | 43,513.000 | 43,513.000 | $0.77 | $0.00 | $33,505.01 | |
0018 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 170.000 | 170.000 | -0.130 | 170.870 | $30.00 | $-3.90 | $5,126.10 |
0019 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 400.000 | 400.000 | 400.000 | $35.00 | $0.00 | $14,000.00 | |
0020 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 170.000 | 170.000 | 170.870 | $10.00 | $0.00 | $1,708.70 | |
0021 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 400.000 | 400.000 | 367.130 | $10.00 | $0.00 | $3,671.30 | |
0022 | DRILLED SHAFTS 42" DIAMETER | 516(A) 6093 | LF | 200.000 | 200.000 | 200.000 | $465.00 | $0.00 | $93,000.00 | |
0023 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,396.000 | 1,396.000 | 1,053.980 | $39.50 | $0.00 | $41,632.22 | |
0024 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 303.000 | 303.000 | 255.700 | $32.00 | $0.00 | $8,182.40 | |
0025 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
0026 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,500.00 | $0.00 | $10,000.00 | |
0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $5,300.00 | $530.00 | $5,300.00 |
Subtotals For Category 0200/BRIDGE 'A' | $526.10 | $538,512.73 | ||||||||
Fed/State Project Number: BRO-STIM(219)CO | Project: 23060(04) | Category: 0600/STAKING | ||||||||
0028 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $4,500.00 | ||||||||
Fed/State Project Number: BRO-STIM(219)CO | Project: 23060(04) | Category: 0640/CONSTRUCTION | ||||||||
0029 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $4,500.00 | $0.00 | $3,375.00 | |
0030 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $21,500.00 | $0.00 | $21,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $24,875.00 | ||||||||
Fed/State Project Number: BRO-STIM(219)CO | Project: 23060(04) | Category: 0850/Non ARRA Funding | ||||||||
8000 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 0.000 | 44.000 | 44.000 | $24.00 | $0.00 | $1,056.00 | |
8001 | 28" X 20" PREFAB. CULVERT END SEC., ARCH | 613(M) 4516 | EA | 0.000 | 2.000 | 0.000 | 2.000 | $230.00 | $0.00 | $460.00 |
8002 | SPLICE(10" PILE) | 514 6205 | EA | 0.000 | 0.000 | 0.000 | $175.00 | $0.00 | $0.00 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $1,516.00 | ||||||||
Subtotals For Project BRO-STIM(219)CO /23060(04) | $35,684.09 | $714,811.69 |