Contract ID: | 100169 | Estimate Number: | 0008 | Contract No: | 510877 | |||
Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 555800 | |||
Project Number(s): | STP-STIM(489)EH | ||||||||||||
Primary Job Piece No: | 27248(04) | ||||||||||||
Contract Description: | PEDESTRIAN IMPROVEMENTS SH-10: FROM 'C' STREET, EXTEND EAST IN THE CITY OF MIAMI. PROJECT LENGTH = 0.282 MILES. | ||||||||||||
Primary County: | OTTAWA | ||||||||||||
Name of Road: | SH-10 | ||||||||||||
Prime Contractor: | PBX CORPORATION | ||||||||||||
P.O. BOX 644 | |||||||||||||
SAPULPA , OK 74067 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 01/28/2010 | NTP Effective Date: | 04/05/2010 | Pay Period: | 01/01/2011 TO 06/07/2011 |
Date Awarded: | 02/01/2010 | Date Work Began: | 05/05/2010 | Original Contract Time: | 60 |
Date Contract Executed: | 02/16/2010 | Date Time Stopped: | 03/24/2011 | Current Time Charged: | 354.00 |
Date NTP Issued: | 02/20/2010 | Completion Date: | 03/24/2011 | Current Time Allowed: | 347.00 |
General Liability Expires: | 10/05/2011 | Workman's Comp Expires: | 10/05/2011 | Percent Time Used: | 102.02 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $496,555.09 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $484,614.50 | Participating: | $500,055.00 | $486,882.66 | $13,172.34 | ||
Percent Complete: | 99.01 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $4,924.55 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $-7,016.04 | Total Earnings: | $500,055.00 | $486,882.66 | $13,172.34 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $500,055.00 | $486,882.66 | $13,172.34 | ||||
Other Adjustments: | $-4,924.46 | $-4,924.46 | $0.00 | ||||
Liq Dam/Disincentive: | $-3,500.00 | $-2,500.00 | $-1,000.00 | ||||
TOTAL: | $491,630.54 | $479,458.20 | $12,172.34 |
Contract ID: | 100169 | Estimate Number: | 0008 | Primary JP: | 27248(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Additional appropriation on contract items. | Approved | 06/06/2011 | 0.0 | $11,940.59 |
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 | 0005 | -5.0 | $500.00 | $-2,500.00 |
System Application of Liquidated Damages | 0006 | -0.0 | $500.00 | $0.00 |
System Application of Liquidated Damages | 0007 | -0.0 | $500.00 | $0.00 |
System Application of Liquidated Damages | 0008 | -2.0 | $500.00 | $-1,000.00 |
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 |
27248(04) | 0003 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0003 | -200.00 | $2.00 | $-400.00 |
27248(04) | 0003 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0005 | -1,063.12 | $2.00 | $-2,126.24 |
27248(04) | 0003 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0007 | 1,263.12 | $2.00 | $2,526.24 |
27248(04) | 0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $75.54 |
27248(04) | 0012 | (PL)TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0003 | -300.00 | $75.00 | $-22,500.00 |
27248(04) | 0012 | (PL)TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0005 | -120.00 | $75.00 | $-9,000.00 |
27248(04) | 0012 | (PL)TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0007 | 420.00 | $75.00 | $31,500.00 |
27248(04) | 0014 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0004 | -4.00 | $750.00 | $-3,000.00 |
27248(04) | 0015 | CAST IRON CURB INLETS | * Material Discrepancy Adjustments | 0004 | -4.00 | $500.00 | $-2,000.00 | Subtotals For Line Item Adjustments | $-4,924.46 | * = 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: | 100169 | Estimate Number: | 0008 | Primary JP: | 27248(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: STP-STIM(489)EH | Project: 27248(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 250.000 | 250.000 | 138.880 | 638.880 | $5.00 | $694.40 | $3,194.40 |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 250.000 | 250.000 | 138.880 | 638.880 | $13.00 | $1,805.44 | $8,305.44 |
0003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 426.900 | 453.900 | 3.870 | 1,266.990 | $2.00 | $7.74 | $2,533.98 |
0004 | AGGREGATE BASE | 303 0192 | CY | 477.800 | 477.800 | -13.140 | 507.820 | $37.00 | $-486.18 | $18,789.34 |
0005 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 68.720 | 68.720 | 30.890 | $95.00 | $0.00 | $2,934.55 | |
0006 | 9" H.E.S. CONCRETE (PATCHING) | 414(B) 5072 | SY | 613.600 | 613.600 | 15.130 | 610.440 | $125.00 | $1,891.25 | $76,305.00 |
0007 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 430.600 | 430.600 | 9.400 | 832.800 | $18.00 | $169.20 | $14,990.40 |
0008 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 27.300 | 27.300 | 41.000 | $18.00 | $0.00 | $738.00 | |
0009 | CONCRETE HEADER CURB (8"X 18") | 609(C) 4810 | LF | 1,424.900 | 1,424.900 | 12.400 | 1,599.500 | $10.00 | $124.00 | $15,995.00 |
0010 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,430.100 | 1,430.100 | -25.390 | 1,524.420 | $55.00 | $-1,396.45 | $83,843.10 |
0011 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 823.000 | 927.800 | 18.480 | 927.800 | $95.00 | $1,755.60 | $88,141.00 |
0012 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 506.200 | 506.200 | 420.000 | $75.00 | $0.00 | $31,500.00 | |
0013 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
0014 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 2.000 | 2.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
0015 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 2.000 | 2.000 | 4.000 | $500.00 | $0.00 | $2,000.00 | |
0016 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
0017 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 4.000 | 4.000 | 4.000 | $450.00 | $0.00 | $1,800.00 | |
0018 | FIRE HYDRANT RESET | 612(J) 0650 | EA | 2.000 | 2.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0019 | WATER METERS RESET | 612(L) 0652 | EA | 1.000 | 1.000 | 1.000 | $250.00 | $0.00 | $250.00 | |
0020 | (PL)RESET LIGHT POLES | 612(P) 0674 | EA | 2.000 | 2.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0021 | 3/4" COPPER WATER SERVICE PIPE | 616(C) 0868 | LF | 90.000 | 90.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0022 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 602.720 | 817.230 | 54.180 | 817.230 | $9.00 | $487.62 | $7,355.07 |
0023 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 287.900 | 287.900 | 0.000 | $6.00 | $0.00 | $0.00 | |
0024 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 729.200 | 729.200 | 7.430 | 849.800 | $13.00 | $96.59 | $11,047.40 |
0025 | REMOVAL OF CURB | 619(B) 4791 | LF | 1,484.000 | 1,484.000 | 28.680 | 969.020 | $10.00 | $286.80 | $9,690.20 |
0026 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,194.400 | 1,194.400 | -53.380 | 1,077.730 | $9.00 | $-480.42 | $9,699.57 |
0027 | PIPE RAILING | 622(A) 4746 | LF | 151.500 | 151.500 | 71.060 | 71.060 | $80.00 | $5,684.80 | $5,684.80 |
Subtotals For Category 0100/ROADWAY | $10,640.39 | $400,297.25 | ||||||||
Fed/State Project Number: STP-STIM(489)EH | Project: 27248(04) | Category: 0300/TRAFFIC | ||||||||
0028 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.900 | 0.900 | 0.000 | $250.00 | $0.00 | $0.00 | |
0029 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 1,514.000 | 1,514.000 | 2,958.000 | 4,970.000 | $1.40 | $4,141.20 | $6,958.00 |
0030 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 1.000 | 2.000 | $125.00 | $125.00 | $250.00 |
0031 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,935.200 | 1,935.200 | 545.000 | 1,445.000 | $0.35 | $190.75 | $505.75 |
0032 | PAVEMENT MARKING REMOVAL(ARROWS) | 859(B) 8007 | EA | 2.000 | 2.000 | 2.000 | 3.000 | $50.00 | $100.00 | $150.00 |
0033 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $29,594.00 | $0.00 | $29,594.00 | |
0034 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 890A/B 8742 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0035 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 14.000 | 14.000 | 14.000 | $200.00 | $0.00 | $2,800.00 | |
Subtotals For Category 0300/TRAFFIC | $4,556.95 | $65,257.75 | ||||||||
Fed/State Project Number: STP-STIM(489)EH | Project: 27248(04) | Category: 0600/STAKING | ||||||||
0036 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | -0.450 | 1.000 | $4,500.00 | $-2,025.00 | $4,500.00 |
Subtotals For Category 0600/STAKING | $-2,025.00 | $4,500.00 | ||||||||
Fed/State Project Number: STP-STIM(489)EH | Project: 27248(04) | Category: 0640/CONSTRUCTION | ||||||||
0037 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $30,000.00 | ||||||||
Subtotals For Project STP-STIM(489)EH /27248(04) | $13,172.34 | $500,055.00 |