Contract ID: | 090366 | Estimate Number: | 0016 | Contract No: | 411218 | |||
Residency: | CIRCUIT ENGR. DISTRICT # 7 (05005) | Estimate Type: | Progressive | Account No: | 436500 | |||
Project Number(s): | BRF-STIM(221)CO | ||||||||||||
Primary Job Piece No: | 21343(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (EW-73): OVER THE SOUTH CANADIAN RIVER, 1.7 MILES NORTH AND 6.8 MILES WEST OF OAKWOOD. PROJECT LENGTH = 0.464 MILES. | ||||||||||||
Primary County: | DEWEY | ||||||||||||
Name of Road: | COUNTY ROAD (EW-73) | ||||||||||||
Prime Contractor: | K & R BUILDERS, INC. | ||||||||||||
P.O. BOX 656 | |||||||||||||
WHEATLAND , OK 73097 | |||||||||||||
Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
Date Let: | 04/23/2009 | NTP Effective Date: | 10/05/2009 | Pay Period: | 07/01/2010 TO 12/31/2010 |
Date Awarded: | 04/27/2009 | Date Work Began: | 09/16/2009 | Original Contract Time: | 180 |
Date Contract Executed: | 05/08/2009 | Date Time Stopped: | 08/02/2010 | Current Time Charged: | 321.00 |
Date NTP Issued: | 05/11/2009 | Completion Date: | 08/02/2010 | Current Time Allowed: | 360.00 |
General Liability Expires: | 05/01/2011 | Workman's Comp Expires: | 07/01/2011 | Percent Time Used: | 89.17 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $1,796,046.30 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $1,744,012.18 | Participating: | $1,684,057.65 | $1,683,592.45 | $465.20 | ||
Percent Complete: | 97.43 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $46,096.52 | Non ARRA: | $65,087.00 | $65,087.00 | $0.00 | ||
Unearned Balance: | $-5,937.60 | Total Earnings: | $1,749,144.65 | $1,748,679.45 | $465.20 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $1,749,144.65 | $1,748,679.45 | $465.20 | ||||
Other Adjustments: | $805.13 | $-2,241.19 | $3,046.32 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,749,949.78 | $1,746,438.26 | $3,511.52 |
Contract ID: | 090366 | Estimate Number: | 0016 | Primary JP: | 21343(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add Concrete Rail Pay Item | Approved | 01/11/2010 | 24.0 | $65,087.00 |
002 | Rebar & SEJ Correction | Approved | 11/08/2010 | 0.0 | $-13,052.88 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21343(04) | 0014 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $46,523.28 |
21343(04) | 0014 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0004 | $-46,523.28 |
21343(04) | 0015 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $199,947.12 |
21343(04) | 0015 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0003 | $-199,947.12 | 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 |
21343(04) | 0003 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | -618.70 | $2.00 | $-1,237.40 |
21343(04) | 0003 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0004 | 618.70 | $2.00 | $1,237.40 |
21343(04) | 0003 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0008 | -1,915.00 | $2.00 | $-3,830.00 |
21343(04) | 0003 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0013 | 1,915.00 | $2.00 | $3,830.00 |
21343(04) | 0004 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0013 | -19,094.38 | $1.91 | $-36,470.27 |
21343(04) | 0004 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0014 | 13,366.07 | $1.91 | $25,529.19 |
21343(04) | 0004 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0015 | 5,728.31 | $1.91 | $10,941.07 |
21343(04) | 0007 | TACK COAT | * Material Discrepancy Adjustments | 0011 | -312.50 | $3.74 | $-1,168.75 |
21343(04) | 0007 | TACK COAT | * Material Discrepancy Adjustments | 0013 | 312.50 | $3.74 | $1,168.75 |
21343(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $2,154.17 |
21343(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * ROADWAY DENSITY | 0011 | -23.67 | $105.00 | $-2,485.35 |
21343(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0011 | -11.31 | $110.00 | $-1,244.10 |
21343(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $2,380.42 |
21343(04) | 0011 | TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0012 | -4,920.00 | $0.60 | $-2,952.00 |
21343(04) | 0011 | TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0013 | 4,920.00 | $0.60 | $2,952.00 |
21343(04) | 0020 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0014 | -4,231.00 | $0.72 | $-3,046.32 |
21343(04) | 0020 | REINFORCING STEEL | * Overrun Re-adjustment | 0016 | 4,231.00 | $0.72 | $3,046.32 |
21343(04) | 0027 | BEAM GUARD RAIL-W-BEAM-SINGLE | * Material Discrepancy Adjustments | 0011 | -40.08 | $30.00 | $-1,202.40 |
21343(04) | 0027 | BEAM GUARD RAIL-W-BEAM-SINGLE | * Material Discrepancy Adjustments | 0013 | 40.08 | $30.00 | $1,202.40 |
21343(04) | 0028 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | * Material Discrepancy Adjustments | 0011 | -1.00 | $1,500.00 | $-1,500.00 |
21343(04) | 0028 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | * Material Discrepancy Adjustments | 0013 | 1.00 | $1,500.00 | $1,500.00 |
21343(04) | 0029 | GUARD RAIL ANCHOR UNIT (TYPE II) | * Material Discrepancy Adjustments | 0011 | -3.00 | $2,550.00 | $-7,650.00 |
21343(04) | 0029 | GUARD RAIL ANCHOR UNIT (TYPE II) | * Material Discrepancy Adjustments | 0013 | 3.00 | $2,550.00 | $7,650.00 | Subtotals For Line Item Adjustments | $805.13 | * = 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: | 090366 | Estimate Number: | 0016 | Primary JP: | 21343(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(221)CO | Project: 21343(04) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $210,000.00 | $0.00 | $210,000.00 | |
0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 200.000 | 200.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,150.000 | 3,150.000 | 3,196.900 | $2.00 | $0.00 | $6,393.80 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 21,300.000 | 21,300.000 | 19,094.380 | $1.91 | $0.00 | $36,470.27 | |
0005 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.400 | 4.400 | 0.000 | $400.00 | $0.00 | $0.00 | |
0006 | AGGREGATE BASE | 303 5912 | TON | 2,740.000 | 2,740.000 | 2,420.920 | $28.00 | $0.00 | $67,785.76 | |
0007 | TACK COAT | 407 0250 | GAL | 678.000 | 678.000 | 312.500 | $3.74 | $0.00 | $1,168.75 | |
0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 813.000 | 813.000 | 696.150 | $105.00 | $0.00 | $73,095.75 | |
0009 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 813.000 | 813.000 | 673.120 | $110.00 | $0.00 | $74,043.20 | |
0010 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $290.00 | $0.00 | $0.00 | |
0011 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 3,883.000 | 3,883.000 | 4,920.000 | $0.60 | $0.00 | $2,952.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $471,909.53 | ||||||||
Fed/State Project Number: BRF-STIM(221)CO | Project: 21343(04) | Category: 0200/BRIDGE 'A' | ||||||||
0012 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $12.00 | $0.00 | $960.00 | |
0013 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 50.000 | 50.000 | 50.000 | $20.00 | $0.00 | $1,000.00 | |
0014 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 393.340 | 393.340 | 393.340 | $162.00 | $0.00 | $63,721.08 | |
0015 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,606.680 | 1,606.680 | 1,606.680 | $177.00 | $0.00 | $284,382.36 | |
0016 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 177.670 | 117.670 | -0.010 | 117.670 | $192.00 | $-1.92 | $22,592.64 |
0017 | STRUCTURAL STEEL | 506(A) 1322 | LB | 9,120.000 | 9,120.000 | 9,120.000 | $3.25 | $0.00 | $29,640.00 | |
0018 | CLASS AA CONCRETE | 509(A) 1326 | CY | 378.400 | 378.400 | 378.400 | $500.00 | $0.00 | $189,200.00 | |
0019 | CLASS A CONCRETE | 509(B) 1328 | CY | 112.600 | 112.600 | 112.600 | $525.00 | $0.00 | $59,115.00 | |
0020 | REINFORCING STEEL | 511(A) 1332 | LB | 99,794.000 | 97,665.000 | -2,129.000 | 97,665.000 | $0.72 | $-1,532.88 | $70,318.80 |
0021 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 915.000 | 915.000 | 915.000 | $30.00 | $0.00 | $27,450.00 | |
0022 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 915.000 | 915.000 | 894.690 | $10.00 | $0.00 | $8,946.90 | |
0023 | DRILLED SHAFTS 42" DIAMETER | 516(A) 6093 | LF | 693.000 | 693.000 | 694.010 | $472.00 | $0.00 | $327,572.72 | |
0024 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 535.000 | 535.000 | 536.320 | $41.00 | $0.00 | $21,989.12 | |
0025 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 135.000 | 135.000 | 134.540 | $33.50 | $0.00 | $4,507.10 | |
0026 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0027 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 1418 | LF | 40.080 | 40.080 | 40.080 | $30.00 | $0.00 | $1,202.40 | |
0028 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
0029 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 3.000 | 3.000 | 3.000 | $2,550.00 | $0.00 | $7,650.00 | |
0030 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $3,400.00 | $0.00 | $3,400.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $-1,534.80 | $1,145,148.12 | ||||||||
Fed/State Project Number: BRF-STIM(221)CO | Project: 21343(04) | Category: 0600/STAKING | ||||||||
0031 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $7,000.00 | ||||||||
Fed/State Project Number: BRF-STIM(221)CO | Project: 21343(04) | Category: 0640/CONSTRUCTION | ||||||||
0032 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $8,000.00 | $2,000.00 | $8,000.00 |
0033 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $52,000.00 | $0.00 | $52,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $2,000.00 | $60,000.00 | ||||||||
Fed/State Project Number: BRF-STIM(221)CO | Project: 21343(04) | Category: 0850/Non ARRA Funding | ||||||||
8000 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 0.000 | 1,067.000 | 1,067.000 | $61.00 | $0.00 | $65,087.00 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $65,087.00 | ||||||||
Subtotals For Project BRF-STIM(221)CO /21343(04) | $465.20 | $1,749,144.65 |