Contract ID: | 100168 | Estimate Number: | 0012 | Contract No: | 511310 | |||
Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | Account No: | 555800 | |||
Project Number(s): | STP-STIM(478)EH | ||||||||||||
Primary Job Piece No: | 27217(04) | ||||||||||||
Contract Description: | PEDESTRIAN IMPROVEMENTS SH-18: FROM WALNUT STREET, EXTEND SOUTH IN THE CITY OF FAIRFAX. PROJECT LENGTH = 0.246 MILES. | ||||||||||||
Primary County: | OSAGE | ||||||||||||
Name of Road: | SH-18 | ||||||||||||
Prime Contractor: | DTEC SERVICES, LLC | ||||||||||||
111 NORTH COLLEGE AVE | |||||||||||||
TAHLEQUAH , OK 74464 | |||||||||||||
Surety Company: | OKLAHOMA SURETY COMPANY | ||||||||||||
Date Let: | 04/15/2010 | NTP Effective Date: | 07/05/2010 | Pay Period: | 01/01/2011 TO 06/07/2011 |
Date Awarded: | 05/03/2010 | Date Work Began: | 06/21/2010 | Original Contract Time: | 60 |
Date Contract Executed: | 05/19/2010 | Date Time Stopped: | 12/17/2010 | Current Time Charged: | 180.00 |
Date NTP Issued: | 05/24/2010 | Completion Date: | 12/17/2010 | Current Time Allowed: | 160.00 |
General Liability Expires: | 09/24/2011 | Workman's Comp Expires: | 03/01/2011 | Percent Time Used: | 112.50 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $241,803.77 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $210,735.18 | Participating: | $241,823.78 | $226,163.28 | $15,660.50 | ||
Percent Complete: | 95.86 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $10,002.83 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $-21,065.76 | Total Earnings: | $241,823.78 | $226,163.28 | $15,660.50 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $241,823.78 | $226,163.28 | $15,660.50 | ||||
Other Adjustments: | $-22.84 | $-22.84 | $0.00 | ||||
Liq Dam/Disincentive: | $-10,000.00 | $-17,000.00 | $7,000.00 | ||||
TOTAL: | $231,800.94 | $209,140.44 | $22,660.50 |
Contract ID: | 100168 | Estimate Number: | 0012 | Primary JP: | 27217(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Quantity overrun / Time | Approved | 04/11/2011 | 14.0 | $21,858.17 |
002 | Final Quantity Change Order | Approved | 06/06/2011 | 0.0 | $9,210.42 |
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 | 0006 | -12.0 | $500.00 | $-6,000.00 |
System Application of Liquidated Damages | 0007 | -20.0 | $500.00 | $-10,000.00 |
System Application of Liquidated Damages | 0008 | --1.0 | $500.00 | $500.00 |
System Application of Liquidated Damages | 0009 | -30.0 | $500.00 | $-15,000.00 |
System Application of Liquidated Damages | 0010 | --27 | $500.00 | $13,500.00 |
System Application of Liquidated Damages | 0011 | -0.0 | $500.00 | $0.00 |
System Application of Liquidated Damages | 0012 | --14 | $500.00 | $7,000.00 |
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 |
27217(04) | 0002 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0007 | -20.00 | $10.00 | $-200.00 |
27217(04) | 0002 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0010 | 20.00 | $10.00 | $200.00 |
27217(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $-22.84 |
27217(04) | 0011 | (PL)TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0001 | -16.00 | $30.00 | $-480.00 |
27217(04) | 0011 | (PL)TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0003 | -32.00 | $30.00 | $-960.00 |
27217(04) | 0011 | (PL)TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0005 | -16.00 | $30.00 | $-480.00 |
27217(04) | 0011 | (PL)TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0006 | 64.00 | $30.00 | $1,920.00 |
27217(04) | 0020 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0009 | -14.00 | $18.00 | $-252.00 |
27217(04) | 0020 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0011 | 14.00 | $18.00 | $252.00 |
27217(04) | 0021 | 2"@3.65 GALV.STEEL PIPE POST | * Material Discrepancy Adjustments | 0009 | -180.00 | $15.50 | $-2,790.00 |
27217(04) | 0021 | 2"@3.65 GALV.STEEL PIPE POST | * Material Discrepancy Adjustments | 0011 | 180.00 | $15.50 | $2,790.00 |
27217(04) | 0022 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | * Material Discrepancy Adjustments | 0009 | -9,484.00 | $0.50 | $-4,742.00 |
27217(04) | 0022 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | * Material Discrepancy Adjustments | 0010 | 9,484.00 | $0.50 | $4,742.00 |
27217(04) | 0024 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0001 | -0.25 | $7,500.00 | $-1,875.00 |
27217(04) | 0024 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0002 | 0.25 | $7,500.00 | $1,875.00 |
27217(04) | 0024 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0004 | -0.25 | $7,500.00 | $-1,875.00 |
27217(04) | 0024 | CONSTRUCTION TRAFFIC CONTROL | * Material Discrepancy Adjustments | 0005 | 0.25 | $7,500.00 | $1,875.00 | Subtotals For Line Item Adjustments | $-22.84 | * = 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: | 100168 | Estimate Number: | 0012 | Primary JP: | 27217(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(478)EH | Project: 27217(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 5.330 | 127.880 | 5.630 | 127.880 | $10.00 | $56.30 | $1,278.80 |
0002 | SOLID SLAB SODDING | 230(A) 2806 | SY | 30.600 | 26.670 | 26.670 | $2.00 | $0.00 | $53.34 | |
0003 | AGGREGATE BASE | 303 0192 | CY | 100.000 | 125.590 | 13.240 | 125.590 | $50.00 | $662.00 | $6,279.50 |
0004 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 1.220 | 13.470 | 13.470 | $1,000.00 | $0.00 | $13,470.00 | |
0005 | 8" H.E.S. CONCRETE (PATCHING) | 414(B) 5071 | SY | 10.000 | 73.830 | 73.830 | $55.00 | $0.00 | $4,060.65 | |
0006 | COLD MILLING PAVEMENT | 417 5267 | SY | 50.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0007 | COMBINED CURB & GUTTER (6" BARRIER) | 609(B) 0383 | LF | 174.000 | 333.000 | 86.000 | 333.000 | $20.00 | $1,720.00 | $6,660.00 |
0008 | CONCRETE HEADER CURB (8"X 18") | 609(C) 4810 | LF | 537.000 | 626.990 | 89.990 | 626.990 | $20.50 | $1,844.80 | $12,853.30 |
0009 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,202.000 | 1,101.240 | 50.680 | 1,101.240 | $48.00 | $2,432.64 | $52,859.52 |
0010 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 661.600 | 935.440 | 98.940 | 935.440 | $55.00 | $5,441.70 | $51,449.20 |
0011 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 208.000 | 226.000 | 226.000 | $30.00 | $0.00 | $6,780.00 | |
0012 | METER BOXES ADJUST TO GRADE | 612(H) 0648 | EA | 35.000 | 29.000 | 29.000 | $150.00 | $0.00 | $4,350.00 | |
0013 | WATER METERS RESET | 612(L) 0652 | EA | 1.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0014 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0015 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 271.700 | 360.840 | -128.160 | 360.840 | $7.75 | $-993.24 | $2,796.51 |
0016 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 129.000 | 213.350 | 29.650 | 213.320 | $8.00 | $237.20 | $1,706.56 |
0017 | REMOVAL OF CURB | 619(B) 4791 | LF | 430.000 | 960.000 | 89.000 | 960.000 | $7.75 | $689.75 | $7,440.00 |
0018 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,296.200 | 1,675.260 | 355.600 | 1,675.260 | $5.00 | $1,778.00 | $8,376.30 |
0019 | PIPE RAILING | 622(A) 4746 | LF | 544.000 | 339.500 | 35.230 | 339.950 | $45.00 | $1,585.35 | $15,297.75 |
Subtotals For Category 0100/ROADWAY | $15,454.50 | $197,711.43 | ||||||||
Fed/State Project Number: STP-STIM(478)EH | Project: 27217(04) | Category: 0300/TRAFFIC | ||||||||
0020 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 11.000 | 14.000 | 14.000 | $18.00 | $0.00 | $252.00 | |
0021 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 122.000 | 180.000 | 180.000 | $15.50 | $0.00 | $2,790.00 | |
0022 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 14,336.000 | 10,560.000 | 342.000 | 10,560.000 | $0.50 | $171.00 | $5,280.00 |
0023 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,000.000 | 3,401.000 | 100.000 | 3,401.000 | $0.35 | $35.00 | $1,190.35 |
0024 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0025 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 5.000 | 7.000 | 7.000 | $300.00 | $0.00 | $2,100.00 | |
Subtotals For Category 0300/TRAFFIC | $206.00 | $19,112.35 | ||||||||
Fed/State Project Number: STP-STIM(478)EH | Project: 27217(04) | Category: 0600/STAKING | ||||||||
0026 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $5,000.00 | ||||||||
Fed/State Project Number: STP-STIM(478)EH | Project: 27217(04) | Category: 0640/CONSTRUCTION | ||||||||
0027 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $20,000.00 | ||||||||
Subtotals For Project STP-STIM(478)EH /27217(04) | $15,660.50 | $241,823.78 |