Contract ID: | 110466 | Estimate Number: | 0010 | 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: | 06/01/2012 TO 06/30/2012 |
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: | 127.00 | |
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: | 105.83 % |
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: | $545,225.87 | $458,978.19 | $86,247.68 | ||
Percent Complete: | 91.91 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $45,718.99 | Total Earnings: | $545,225.87 | $458,978.19 | $86,247.68 | ||
Unearned Balance: | $45,718.99 | Stockpiled Materials: | $0.00 | $2,556.56 | $-2,556.56 | ||
Gross Earnings: | $545,225.87 | $461,534.75 | $83,691.12 | ||||
Other Adjustments: | $-22,068.76 | $0.00 | $-22,068.76 | ||||
Liq Dam/Disincentive: | $-3,500.00 | $0.00 | $-3,500.00 | ||||
TOTAL: | $519,657.11 | $461,534.75 | $58,122.36 |
Contract ID: | 110466 | Estimate Number: | 0010 | Primary JP: | 24670(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Deduction for Low Air Concrete | Pending | 0 | 0.0 | $-300.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24670(04) | 0011 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0009 | $-39,028.84 |
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 Adjustment | 0007 | $-32,423.74 |
24670(04) | 0012 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $32,423.74 |
24670(04) | 0014 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $2,556.56 |
24670(04) | 0014 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-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 Adjustment | 0008 | $-3,771.45 |
24670(04) | 0017 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $3,771.45 |
24670(04) | 0020 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-2,293.66 |
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 | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0010 | --7.0 | $500.00 | $-3,500.00 | Subtotals For Liquidated Damages | $-3,500.00 |
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 |
24670(04) | 0005 | TRAFFIC BOUND SURFACE COURSE TYPE E | * Missing Material Certification | 0010 | -501.68 | $26.05 | $-13,068.76 |
24670(04) | 0026 | GUARDRAIL ANCHOR UNIT (TYPE II) | * Missing Material Certification | 0010 | -4.00 | $2,250.00 | $-9,000.00 | Subtotals For Line Item Adjustments | $-22,068.76 | * = User applied Line Item Adjustments |
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: | 0010 | 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 | 0.250 | 0.950 | $24,800.00 | $6,200.00 | $23,560.00 |
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 | 501.680 | 501.680 | $26.05 | $13,068.76 | $13,068.76 |
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 | 4.000 | $950.00 | $0.00 | $3,800.00 | |
Subtotals For Category 0100/ROADWAY | $19,268.76 | $43,584.58 | ||||||||
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 | $10.67 | $0.00 | $533.50 | |
0011 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 313.340 | 313.340 | 313.340 | $147.50 | $0.00 | $46,217.65 | |
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 | 29.420 | $220.00 | $0.00 | $6,472.40 | |
0014 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 337.000 | 337.000 | 337.000 | 337.000 | $62.67 | $21,119.79 | $21,119.79 |
0015 | STRUCTURAL STEEL | 506(A) 1322 | LB | 489.000 | 489.000 | 0.000 | 489.000 | $3.10 | $0.00 | $1,515.90 |
0016 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 12.000 | 12.000 | 0.000 | 12.000 | $820.00 | $0.00 | $9,840.00 |
0017 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 12.000 | 12.000 | 0.000 | 12.000 | $820.00 | $0.00 | $9,840.00 |
0018 | CLASS AA CONCRETE | 509(A) 1326 | CY | 106.000 | 106.000 | 106.000 | $470.00 | $0.00 | $49,820.00 | |
0019 | CLASS A CONCRETE | 509(B) 1328 | CY | 86.200 | 86.200 | 86.200 | $478.33 | $0.00 | $41,232.05 | |
0020 | REINFORCING STEEL | 511(A) 1332 | LB | 36,324.000 | 36,324.000 | 36,324.000 | $0.90 | $0.00 | $32,691.60 | |
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 | 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 | 766.950 | 2,246.110 | $37.12 | $28,469.18 | $83,375.60 |
0025 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 800.000 | 800.000 | 210.840 | 741.470 | $29.40 | $6,198.70 | $21,799.22 |
0026 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,250.00 | $9,000.00 | $9,000.00 |
0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $2,300.00 | $460.00 | $2,185.00 |
Subtotals For Category 0200/BRIDGE 'A' | $65,247.67 | $478,364.54 | ||||||||
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 | 0.200 | 0.950 | $5,000.00 | $1,000.00 | $4,750.00 |
Subtotals For Category 0600/STAKING | $1,000.00 | $4,750.00 | ||||||||
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 | 0.250 | 0.750 | $2,925.00 | $731.25 | $2,193.75 |
0030 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $16,333.00 | $0.00 | $16,333.00 | |
Subtotals For Category 0640/CONSTRUCTION | $731.25 | $18,526.75 | ||||||||
Subtotals For Project BRO-120D(153)CI /24670(04) | $86,247.68 | $545,225.87 |