Contract ID: | 120376 | Estimate Number: | 0004 | Contract No: | 810356 | |||
Residency: | MUSKOGEE (01100) | Estimate Type: | Progressive | Account No: | 404130 | |||
Project Number(s): | SAP-156D(178), SAP-156D(179) | ||||||||||||
Primary Job Piece No: | 28757(04) | ||||||||||||
Contract Description: | RESURFACE (ASPHALT) PARK ROAD: AT OKMULGEE STATE PARK, ON DRIPPING SPRING ROAD AND CALF CREEK LANDING BOAT RAMP. PROJECT LENGTH = 1.676 MILES | ||||||||||||
Primary County: | OKMULGEE | ||||||||||||
Name of Road: | PARK ROAD | ||||||||||||
Prime Contractor: | PARAGON CONTRACTORS, LLC | ||||||||||||
11 E. 5TH ST., SUITE 500 | |||||||||||||
TULSA , OK 74103 | |||||||||||||
Surety Company: | THE GUARANTEE COMPANY OF NORTH AMERICA USA | ||||||||||||
Date Let: | 08/16/2012 | NTP Effective Date: | 10/15/2012 | Pay Period: | 01/01/2013 TO 01/31/2013 |
Date Awarded: | 09/10/2012 | Date Work Began: | 11/27/2012 | Original Contract Time: | 60 |
Date Contract Executed: | 09/17/2012 | Date Time Stopped: | Current Time Charged: | 55.00 | |
Date NTP Issued: | 09/20/2012 | Completion Date: | Current Time Allowed: | 60.00 | |
General Liability Expires: | 03/24/2013 | Workman's Comp Expires: | 03/22/2013 | Percent Time Used: | 91.67 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $444,943.10 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $444,943.10 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 81.75 % | Non Participating: | $375,178.33 | $373,982.53 | $1,195.80 | ||
Funds Available: | $81,217.41 | Total Earnings: | $375,178.33 | $373,982.53 | $1,195.80 | ||
Unearned Balance: | $81,217.41 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $375,178.33 | $373,982.53 | $1,195.80 | ||||
Other Adjustments: | $-11,452.64 | $-23,602.64 | $12,150.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $363,725.69 | $350,379.89 | $13,345.80 |
Contract ID: | 120376 | Estimate Number: | 0004 | Primary JP: | 28757(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
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 | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
28757(04) | 0003 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 501.77 | $-0.03 | $-15.05 |
28758(04) | 0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 3,253.03 | $-0.03 | $-97.59 |
28758(04) | 0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0002 | -290.00 | $81.00 | $-23,490.00 |
28758(04) | 0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0004 | 150.00 | $81.00 | $12,150.00 | Subtotals For Line Item Adjustments | $-11,452.64 | * = 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: | 120376 | Estimate Number: | 0004 | Primary JP: | 28757(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: SAP-156D(178) | Project: 28757(04) | Category: 0100/ROADWAY - SAP-156D(178) | ||||||||
0001 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 240.000 | 240.000 | 0.000 | 236.470 | $30.00 | $0.00 | $7,094.10 |
0002 | PRIME COAT | 408 5774 | GAL | 750.000 | 750.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
0003 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 500.000 | 500.000 | 0.000 | 501.770 | $85.00 | $0.00 | $42,650.45 |
0004 | 12" CORR. GALV. STEEL PIPE | 613(B) 0688 | LF | 60.000 | 60.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0005 | 12" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5722 | EA | 4.000 | 4.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0006 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 2,000.000 | 2,000.000 | 1,370.000 | $0.34 | $0.00 | $465.80 | |
0007 | TRAFFIC STRIPE(PAINT)(ARROW) | 854(B) 8803 | EA | 8.000 | 8.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - SAP-156D(178) | $0.00 | $50,210.35 | ||||||||
Subtotals For Project SAP-156D(178) /28757(04) | $0.00 | $50,210.35 |
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: SAP-156D(179) | Project: 28758(04) | Category: 0100/ROADWAY - SAP-156D(179) | ||||||||
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 3,400.000 | 3,400.000 | 0.000 | 115.220 | $3.12 | $0.00 | $359.49 |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,260.000 | 1,260.000 | 430.340 | $49.75 | $0.00 | $21,409.41 | |
0010 | TACK COAT | 407(B) 0250 | GAL | 1,150.000 | 1,150.000 | 1,025.000 | $3.75 | $0.00 | $3,843.75 | |
0011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,370.000 | 3,370.000 | 0.000 | 3,253.030 | $81.00 | $0.00 | $263,495.43 |
0012 | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | 411(H) 6210 | TON | 230.000 | 230.000 | 0.000 | 210.060 | $75.00 | $0.00 | $15,754.50 |
0013 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 10.000 | 10.000 | 10.000 | $65.46 | $0.00 | $654.60 | |
0014 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 10.000 | 10.000 | 10.000 | $35.00 | $0.00 | $350.00 | |
0015 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 25,500.000 | 25,500.000 | 11,958.000 | 59,758.000 | $0.10 | $1,195.80 | $5,975.80 |
0016 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.750 | $17,500.00 | $0.00 | $13,125.00 | |
Subtotals For Category 0100/ROADWAY - SAP-156D(179) | $1,195.80 | $324,967.98 | ||||||||
Subtotals For Project SAP-156D(179) /28758(04) | $1,195.80 | $324,967.98 |