Contract ID: | 120086 | Estimate Number: | 0004 | Contract No: | 710989 | |||
Residency: | ADA (03100) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | NHY-017N(239)3P | ||||||||||||
Primary Job Piece No: | 28215(04) | ||||||||||||
Contract Description: | RESURFACE (ASPHALT) US-75: FROM 7.5 MILES NORTH OF THE ATOKA COUNTY LINE, EXTEND NORTH. PROJECT LENGTH = 2.09 MILES. | ||||||||||||
Primary County: | COAL | ||||||||||||
Name of Road: | US-75 | ||||||||||||
Prime Contractor: | JOB CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 549 | |||||||||||||
POTEAU , OK 74953 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 02/16/2012 | NTP Effective Date: | 07/02/2012 | Pay Period: | 09/01/2012 TO 02/28/2013 |
Date Awarded: | 03/05/2012 | Date Work Began: | 07/02/2012 | Original Contract Time: | 45 |
Date Contract Executed: | 03/14/2012 | Date Time Stopped: | 01/31/2013 | Current Time Charged: | 54.00 |
Date NTP Issued: | 03/22/2012 | Completion Date: | 01/31/2013 | Current Time Allowed: | 55.00 |
General Liability Expires: | 11/25/2013 | Workman's Comp Expires: | 11/25/2013 | Percent Time Used: | 98.18 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $919,663.14 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $812,724.80 | Participating: | $917,026.62 | $913,008.13 | $4,018.49 | ||
Percent Complete: | 99.11 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $8,159.13 | Total Earnings: | $917,026.62 | $913,008.13 | $4,018.49 | ||
Unearned Balance: | $-98,779.21 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $917,026.62 | $913,008.13 | $4,018.49 | ||||
Other Adjustments: | $-5,522.61 | $-96,283.34 | $90,760.73 | ||||
Liq Dam/Disincentive: | $0.00 | $-4,000.00 | $4,000.00 | ||||
TOTAL: | $911,504.01 | $812,724.79 | $98,779.22 |
Contract ID: | 120086 | Estimate Number: | 0004 | Primary JP: | 28215(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Overrun of Major Items | Approved | 01/28/2013 | 10.0 | $48,696.01 |
002 | Overrun of Asphalt Pay Items | Approved | 03/05/2013 | 0.0 | $58,242.33 |
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 | 0003 | --8.0 | $500.00 | $-4,000.00 |
System Application of Liquidated Damages | 0004 | -8.0 | $500.00 | $4,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Withhold to Funds Avail(Prog. Est. Only) | 0003 | $-97,937.65 |
Withhold to Funds Avail(Prog. Est. Only) | 0004 | $97,937.65 | 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 |
28215(04) | 0003 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0001 | 663.63 | $1.62 | $1,079.06 |
28215(04) | 0003 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0002 | 2,037.05 | $-1.00 | $-2,037.05 |
28215(04) | 0003 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0002 | 3,127.95 | $0.42 | $1,332.51 |
28215(04) | 0003 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0002 | 584.13 | $-1.00 | $-584.13 |
28215(04) | 0003 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0004 | -4,275.49 | $1.00 | $-4,275.49 |
28215(04) | 0003 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0004 | -1.00 | $2,901.43 | $-2,901.43 |
28215(04) | 0004 | SUPERPAVE, TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0002 | 2,435.98 | $0.47 | $1,145.84 |
28215(04) | 0004 | SUPERPAVE, TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 1,526.60 | $0.47 | $718.08 | Subtotals For Line Item Adjustments | $-5,522.61 | * = 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: | 120086 | Estimate Number: | 0004 | Primary JP: | 28215(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: NHY-017N(239)3P | Project: 28215(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 200.000 | 200.000 | 40.400 | 40.400 | $22.00 | $888.80 | $888.80 |
0002 | TACK COAT | 407(B) 0250 | GAL | 2,037.000 | 4,999.000 | 0.500 | 4,999.500 | $3.36 | $1.68 | $16,798.32 |
0003 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 3,614.000 | 3,791.580 | 0.000 | 3,791.580 | $78.59 | $0.00 | $297,980.27 |
0004 | SUPERPAVE, TYPE S5(PG 70-28 OK) | 411(D) 5970 | TON | 3,614.000 | 3,962.580 | 3,962.580 | $84.55 | $0.00 | $335,036.14 | |
0005 | COLD MILLING PAVEMENT | 412 5267 | SY | 40,738.000 | 42,652.000 | 42,652.000 | $2.54 | $0.00 | $108,336.08 | |
0006 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 129.000 | 161.250 | -126.950 | 161.250 | $300.00 | $-38,085.00 | $48,375.00 |
0007 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 232.000 | 232.000 | 224.000 | $80.00 | $0.00 | $17,920.00 | |
0008 | TACTILE WARNING DEVICE-RETROFIT | 610(I) 4615 | SF | 120.000 | 120.000 | 144.000 | $90.00 | $0.00 | $12,960.00 | |
0009 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 33,106.000 | 33,106.000 | 384.000 | 35,124.000 | $0.50 | $192.00 | $17,562.00 |
0010 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 740.000 | 740.000 | 228.000 | $3.00 | $0.00 | $684.00 | |
0011 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 8.000 | 8.000 | 7.000 | $120.00 | $0.00 | $840.00 | |
0012 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 5.000 | 5.000 | 5.000 | $125.00 | $0.00 | $625.00 | |
0013 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $20,000.00 | $2,000.00 | $20,000.00 |
8001 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 0.000 | 127.110 | 127.110 | 127.110 | $273.35 | $34,745.52 | $34,745.52 |
8002 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $4,275.49 | $4,275.49 | $4,275.49 |
Subtotals For Category 0100/ROADWAY | $4,018.49 | $917,026.62 | ||||||||
Subtotals For Project NHY-017N(239)3P /28215(04) | $4,018.49 | $917,026.62 |