Contract ID: | 090395 | Estimate Number: | 0009 | Contract No: | 510081 | |||
Residency: | COBB ENGINEERING CO., INC. (03003) | Estimate Type: | Progressive | Account No: | 432300 | |||
Project Number(s): | BRF-STIM(207)CO | ||||||||||||
Primary Job Piece No: | 23075(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD: OVER POPSHEGO CREEK, 0.5 MILE NORTH AND 2.9 MILES EAST OF THE CITY OF ST. LOUIS. PROJECT LENGTH = 0.387 MILE | ||||||||||||
Primary County: | POTTAWATOMIE | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | CIMARRON CONSTRUCTION COMPANY | ||||||||||||
7409 N.W. 85TH STREET | |||||||||||||
OKLAHOMA CITY , OK 73132 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 06/18/2009 | NTP Effective Date: | 09/08/2009 | Pay Period: | 03/01/2010 TO 03/31/2010 |
Date Awarded: | 06/22/2009 | Date Work Began: | 09/09/2009 | Original Contract Time: | 120 |
Date Contract Executed: | 07/07/2009 | Date Time Stopped: | Current Time Charged: | 205.00 | |
Date NTP Issued: | 07/10/2009 | Completion Date: | Current Time Allowed: | 171.00 | |
General Liability Expires: | 01/01/2011 | Workman's Comp Expires: | 01/01/2011 | Percent Time Used: | 119.88 % |
Specification Year: | 1999 | Date Approved: | 04/05/2010 | ||
Current Contract Amount: | $759,470.76 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $746,197.56 | Participating: | $520,972.42 | $427,561.67 | $93,410.75 | ||
Percent Complete: | 66.71 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $252,816.70 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $239,543.50 | Total Earnings: | $520,972.42 | $427,561.67 | $93,410.75 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $520,972.42 | $427,561.67 | $93,410.75 | ||||
Other Adjustments: | $2,681.64 | $0.00 | $2,681.64 | ||||
Liq Dam/Disincentive: | $-17,000.00 | $-2,500.00 | $-14,500.00 | ||||
TOTAL: | $506,654.06 | $425,061.67 | $81,592.39 |
Contract ID: | 090395 | Estimate Number: | 0009 | Primary JP: | 23075(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Unit price reduction for CLSM | Approved | 12/07/2009 | 0.0 | $13,273.20 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0008 | -5.0 | $500.00 | $-2,500.00 |
System Application of Liquidated Damages | 0009 | -29.0 | $500.00 | $-14,500.00 |
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 |
23075(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $2,416.73 |
23075(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $264.91 | Subtotals For Line Item Adjustments | $2,681.64 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 090395 | Estimate Number: | 0009 | Primary JP: | 23075(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(207)CO | Project: 23075(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $13,000.00 | $0.00 | $13,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 4,125.000 | 4,125.000 | 0.000 | 3,113.440 | $7.00 | $0.00 | $21,794.08 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 7,647.000 | 7,647.000 | 7,647.000 | $9.25 | $0.00 | $70,734.76 | |
0004 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 8.700 | 8.700 | 0.000 | $775.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,885.000 | 3,885.000 | 0.000 | 2,200.000 | $1.80 | $0.00 | $3,960.00 |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 400.000 | 400.000 | 0.000 | $7.95 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 9,840.000 | 9,840.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.100 | 4.100 | 0.000 | $295.00 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE | 303 0192 | CY | 1,200.000 | 1,200.000 | 447.970 | 447.970 | $30.00 | $13,439.10 | $13,439.10 |
0010 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 210.000 | 210.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0011 | TACK COAT | 407 0250 | GAL | 280.000 | 280.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0012 | PRIME COAT | 408 5774 | GAL | 3,086.000 | 3,086.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 936.000 | 936.000 | 754.640 | 754.640 | $84.65 | $63,880.28 | $63,880.28 |
0014 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,001.000 | 1,001.000 | 72.380 | 72.380 | $84.65 | $6,126.97 | $6,126.97 |
0015 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0016 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 282.000 | 282.000 | 44.000 | 44.000 | $27.60 | $1,214.40 | $1,214.40 |
0017 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4516 | EA | 12.000 | 12.000 | 2.000 | 2.000 | $175.00 | $350.00 | $350.00 |
0018 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 36.000 | 36.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
0019 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 37.500 | 37.500 | 0.000 | $8.00 | $0.00 | $0.00 | |
0020 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | 855(A) 8815 | LF | 8,200.000 | 8,200.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $85,010.75 | $194,499.59 | ||||||||
Fed/State Project Number: BRF-STIM(207)CO | Project: 23075(04) | Category: 0200/BRIDGE 'A' | ||||||||
0021 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 81.640 | 81.640 | 81.640 | $8.00 | $0.00 | $653.12 | |
0022 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 61.480 | 61.480 | 61.480 | $12.00 | $0.00 | $737.76 | |
0023 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 122.800 | 122.800 | $134.00 | $0.00 | $16,455.20 | |
0024 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 416.170 | 416.170 | 0.000 | 416.170 | $162.00 | $0.00 | $67,419.54 |
0025 | APPROACH SLAB | 504(A) 1304 | SY | 126.670 | 126.670 | 0.000 | 126.670 | $147.00 | $0.00 | $18,620.49 |
0026 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 283.000 | 283.000 | 0.000 | $69.00 | $0.00 | $0.00 | |
0027 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,100.000 | 2,100.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0028 | CLASS AA CONCRETE | 509(A) 1326 | CY | 97.700 | 97.700 | 97.700 | $528.00 | $0.00 | $51,585.60 | |
0029 | CLASS A CONCRETE | 509(B) 1328 | CY | 67.460 | 67.460 | 67.460 | $515.00 | $0.00 | $34,741.91 | |
0030 | REINFORCING STEEL | 511(A) 1332 | LB | 34,889.000 | 34,889.000 | 0.000 | 34,889.000 | $0.60 | $0.00 | $20,933.40 |
0031 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 290.000 | 290.000 | 290.000 | $28.20 | $0.00 | $8,178.00 | |
0032 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 959.000 | 959.000 | 959.000 | $32.40 | $0.00 | $31,071.60 | |
0033 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 290.000 | 290.000 | 258.670 | $12.70 | $0.00 | $3,285.11 | |
0034 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 959.000 | 959.000 | 792.090 | $14.55 | $0.00 | $11,524.91 | |
0035 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,120.000 | 1,120.000 | 0.000 | 937.910 | $33.30 | $0.00 | $31,232.40 |
0036 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 333.000 | 333.000 | 0.000 | 260.810 | $26.90 | $0.00 | $7,015.79 |
0037 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $10,000.00 | $0.00 | $0.00 | |
0038 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,100.00 | $8,400.00 | $8,400.00 |
0039 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.600 | $2,100.00 | $0.00 | $1,260.00 | |
8000 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | -122.800 | 0.000 | -122.800 | $15.00 | $0.00 | $-1,842.00 |
Subtotals For Category 0200/BRIDGE 'A' | $8,400.00 | $311,272.83 | ||||||||
Fed/State Project Number: BRF-STIM(207)CO | Project: 23075(04) | Category: 0600/STAKING | ||||||||
0040 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $5,600.00 | $0.00 | $4,200.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $4,200.00 | ||||||||
Fed/State Project Number: BRF-STIM(207)CO | Project: 23075(04) | Category: 0640/CONSTRUCTION | ||||||||
0041 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $5,000.00 | $0.00 | $2,500.00 | |
0042 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $11,000.00 | ||||||||
Subtotals For Project BRF-STIM(207)CO /23075(04) | $93,410.75 | $520,972.42 |