Contract ID: | 090389 | Estimate Number: | 0011 | Contract No: | 411255 | |||
Residency: | PURCELL (03200) | Estimate Type: | Progressive | Account No: | 432300 | |||
Project Number(s): | BRF-STIM(208)CO | ||||||||||||
Primary Job Piece No: | 22614(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (NS-323): OVER UNNAMED CREEK, 3.5 MILES NORTH OF STATE HIGHWAY 7. PROJECT LENGTH = 0.1867 MILES | ||||||||||||
Primary County: | GARVIN | ||||||||||||
Name of Road: | COUNTY ROAD (NS-323) | ||||||||||||
Prime Contractor: | D. M. DOZERS, INC. | ||||||||||||
766 S. TERRY AVE. | |||||||||||||
BRADLEY , OK 73011 | |||||||||||||
Surety Company: | EMPLOYERS MUTUAL CASUALTY COMPANY | ||||||||||||
Date Let: | 04/23/2009 | NTP Effective Date: | 08/03/2009 | Pay Period: | 12/01/2009 TO 12/31/2009 |
Date Awarded: | 04/27/2009 | Date Work Began: | 07/01/2009 | Original Contract Time: | 120 |
Date Contract Executed: | 05/07/2009 | Date Time Stopped: | 12/17/2009 | Current Time Charged: | 170.00 |
Date NTP Issued: | 05/07/2009 | Completion Date: | 12/17/2009 | Current Time Allowed: | 172.00 |
General Liability Expires: | 01/01/2011 | Workman's Comp Expires: | 01/01/2011 | Percent Time Used: | 98.84 % |
Specification Year: | 1999 | Date Approved: | 01/12/2010 | ||
Current Contract Amount: | $610,074.96 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $587,439.36 | Participating: | $571,306.74 | $553,544.40 | $17,762.34 | ||
Percent Complete: | 93.65 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $38,768.22 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $16,132.62 | Total Earnings: | $571,306.74 | $553,544.40 | $17,762.34 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $571,306.74 | $553,544.40 | $17,762.34 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $571,306.74 | $553,544.40 | $17,762.34 |
Contract ID: | 090389 | Estimate Number: | 0011 | Primary JP: | 22614(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Revise pay item quantities. | Approved | 08/27/2009 | 0.0 | $22,635.60 |
003 | Deduction for low entrained air in AA concrete. | Pending | 0 | 0.0 | $-4,095.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
22614(04) | 0030 | HP 10x 42 PILES - MOH | Stockpiled Material Adjustment | 0004 | $-14,929.74 |
22614(04) | 0030 | HP 10x 42 PILES - MOH | Stockpiled Material Initial Payment | 0001 | $14,929.74 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0009 | -1.0 | $500.00 | $-500.00 |
System Application of Liquidated Damages | 0010 | --1.0 | $500.00 | $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 |
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: | 090389 | Estimate Number: | 0011 | Primary JP: | 22614(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(208)CO | Project: 22614(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,066.000 | 1,066.000 | 1,066.000 | $5.00 | $0.00 | $5,330.00 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 17,722.000 | 17,722.000 | 17,722.000 | $6.75 | $0.00 | $119,623.50 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,640.000 | 1,640.000 | 1,357.000 | $3.00 | $0.00 | $4,071.00 | |
0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 100.000 | 100.000 | 56.000 | $10.00 | $0.00 | $560.00 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,700.000 | 5,700.000 | 415.280 | 7,082.280 | $3.00 | $1,245.84 | $21,246.84 |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.200 | 1.200 | 0.000 | $400.00 | $0.00 | $0.00 | |
0008 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 128.000 | 128.000 | 128.000 | 128.000 | $45.00 | $5,760.00 | $5,760.00 |
0009 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 3,030.000 | 3,030.000 | 3,030.000 | 3,030.000 | $3.55 | $10,756.50 | $10,756.50 |
0010 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 100.000 | 100.000 | 120.980 | $16.00 | $0.00 | $1,935.68 | |
0011 | TACK COAT | 407 0250 | GAL | 110.000 | 110.000 | 0.000 | 391.630 | $3.00 | $0.00 | $1,174.89 |
0012 | PRIME COAT | 408 5774 | GAL | 535.000 | 535.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 350.000 | 390.000 | 406.220 | $65.00 | $0.00 | $26,404.30 | |
0014 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 235.000 | 340.000 | 282.890 | $75.00 | $0.00 | $21,216.75 | |
0015 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0016 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 60.000 | 60.000 | 25.000 | $16.00 | $0.00 | $400.00 | |
0017 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 48.000 | 48.000 | 70.000 | $20.00 | $0.00 | $1,400.00 | |
0018 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 4.000 | 4.000 | 2.000 | $130.00 | $0.00 | $260.00 | |
0019 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $170.00 | $0.00 | $340.00 | |
0020 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,300.000 | 2,300.000 | 2,277.780 | $1.50 | $0.00 | $3,416.67 | |
0021 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 4,100.000 | 4,100.000 | 4,100.000 | $0.76 | $0.00 | $3,116.00 | |
Subtotals For Category 0100/ROADWAY | $17,762.34 | $234,012.13 | ||||||||
Fed/State Project Number: BRF-STIM(208)CO | Project: 22614(04) | Category: 0200/BRIDGE 'A' | ||||||||
0022 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 96.000 | 96.000 | $10.00 | $0.00 | $960.00 | |
0023 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 50.000 | 114.000 | 114.000 | $20.00 | $0.00 | $2,280.00 | |
0024 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 396.170 | 396.170 | 396.170 | $172.00 | $0.00 | $68,141.24 | |
0025 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 157.000 | 273.000 | 273.000 | $50.00 | $0.00 | $13,650.00 | |
0026 | STRUCTURAL STEEL | 506(A) 1322 | LB | 7,490.000 | 2,020.000 | 2,020.000 | $3.00 | $0.00 | $6,060.00 | |
0027 | CLASS AA CONCRETE | 509(A) 1326 | CY | 72.700 | 77.200 | 77.200 | $600.00 | $0.00 | $46,320.00 | |
0028 | CLASS A CONCRETE | 509(B) 1328 | CY | 62.800 | 63.800 | 63.800 | $600.00 | $0.00 | $38,280.00 | |
0029 | REINFORCING STEEL | 511(A) 1332 | LB | 15,632.000 | 26,042.000 | 26,042.000 | $0.66 | $0.00 | $17,187.72 | |
0030 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 867.000 | 1,115.000 | 1,113.330 | $25.00 | $0.00 | $27,833.25 | |
0031 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 867.000 | 1,115.000 | 974.750 | $20.00 | $0.00 | $19,495.00 | |
0032 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,230.000 | 2,230.000 | 1,477.580 | $30.00 | $0.00 | $44,327.40 | |
0033 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 630.000 | 630.000 | 310.400 | $25.00 | $0.00 | $7,760.00 | |
0034 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
0035 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0036 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
8002 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 0.000 | 0.000 | $-4,095.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $306,394.61 | ||||||||
Fed/State Project Number: BRF-STIM(208)CO | Project: 22614(04) | Category: 0600/STAKING | ||||||||
0037 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $6,500.00 | $0.00 | $6,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $6,500.00 | ||||||||
Fed/State Project Number: BRF-STIM(208)CO | Project: 22614(04) | Category: 0640/CONSTRUCTION | ||||||||
0038 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.800 | $3,000.00 | $0.00 | $2,400.00 | |
0039 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $24,400.00 | ||||||||
Fed/State Project Number: BRF-STIM(208)CO | Project: 22614(04) | Category: 0850/Non ARRA Funding | ||||||||
8001 | (SP)FLY ASH | 327(A) 4200 | TON | 0.000 | 0.000 | 0.000 | $71.50 | $0.00 | $0.00 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $0.00 | ||||||||
Subtotals For Project BRF-STIM(208)CO /22614(04) | $17,762.34 | $571,306.74 |