| Contract ID: | 120090 | Estimate Number: | 0005 | Contract No: | 710962 | |||
| Residency: | CLAREMORE (08300) | Estimate Type: | Progressive | Account No: | 400800 | |||
| Project Number(s): | NHY-018N(068)3P | ||||||||||||
| Primary Job Piece No: | 29092(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) US-60: FROM 6.1 MILES EAST OF THE NOWATA COUNTY LINE, EXTEND EAST. PROJECT LENGTH = 5.722 MILES. | ||||||||||||
| Primary County: | CRAIG | ||||||||||||
| Name of Road: | US-60 | ||||||||||||
| Prime Contractor: | APAC-CENTRAL, INC. | ||||||||||||
| 240 N. BLOCK ST. | |||||||||||||
| FAYETTVILLE , AR 72702 | |||||||||||||
| Surety Company: | XL SPECIALTY INSURANCE COMPANY | ||||||||||||
| Date Let: | 02/16/2012 | NTP Effective Date: | 07/02/2012 | Pay Period: | 07/01/2012 TO 11/07/2012 |
| Date Awarded: | 03/05/2012 | Date Work Began: | 05/03/2012 | Original Contract Time: | 45 |
| Date Contract Executed: | 03/13/2012 | Date Time Stopped: | 09/27/2012 | Current Time Charged: | 72.00 |
| Date NTP Issued: | 03/21/2012 | Completion Date: | 09/27/2012 | Current Time Allowed: | 75.00 |
| General Liability Expires: | 09/01/2013 | Workman's Comp Expires: | 09/01/2013 | Percent Time Used: | 96.00 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $1,108,235.72 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $961,840.42 | Participating: | $1,089,750.78 | $920,770.55 | $168,980.23 | ||
| Percent Complete: | 99.60 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $4,415.03 | Total Earnings: | $1,089,750.78 | $920,770.55 | $168,980.23 | ||
| Unearned Balance: | $-141,980.27 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $1,089,750.78 | $920,770.55 | $168,980.23 | ||||
| Other Adjustments: | $14,069.91 | $14,069.91 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,103,820.69 | $934,840.46 | $168,980.23 | ||||
| Contract ID: | 120090 | Estimate Number: | 0005 | Primary JP: | 29092(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Parapet Wall | Approved | 11/06/2012 | 30.0 | $146,395.30 |
| 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 |
| 29092(04) | 0004 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0001 | 7,052.92 | $1.38 | $9,775.35 |
| 29092(04) | 0004 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0002 | 3,098.42 | $1.38 | $4,294.41 |
| 29092(04) | 0004 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 0.09 | $1.62 | $0.15 |
| 29092(04) | 0012 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | * Missing Material Certification | 0002 | -6,751.18 | $0.31 | $-2,092.87 |
| 29092(04) | 0012 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | * Missing Material Certification | 0004 | 6,751.18 | $0.31 | $2,092.87 | Subtotals For Line Item Adjustments | $14,069.91 | * = 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: | 120090 | Estimate Number: | 0005 | Primary JP: | 29092(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-018N(068)3P | Project: 29092(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 30.000 | 30.000 | 0.000 | $99.55 | $0.00 | $0.00 | |
| 0002 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,600.000 | 1,600.000 | 2,394.210 | $18.14 | $0.00 | $43,430.97 | |
| 0003 | TACK COAT | 407(B) 0250 | GAL | 6,800.000 | 6,800.000 | 0.000 | 3,045.500 | $2.30 | $0.00 | $7,004.65 |
| 0004 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 10,020.000 | 10,020.000 | 10,151.430 | $78.29 | $0.00 | $794,755.46 | |
| 0005 | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | 411(H) 6210 | TON | 75.000 | 75.000 | 0.000 | $164.35 | $0.00 | $0.00 | |
| 0006 | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | 411(I) 6310 | TON | 50.000 | 50.000 | 0.000 | $171.61 | $0.00 | $0.00 | |
| 0007 | COLD MILLING PAVEMENT | 412 5267 | SY | 5,450.000 | 5,450.000 | 2,970.230 | $2.57 | $0.00 | $7,633.49 | |
| 0008 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 945.000 | 945.000 | 931.400 | $5.19 | $0.00 | $4,833.97 | |
| 0009 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 650.000 | 650.000 | 424.000 | 424.000 | $16.06 | $6,809.44 | $6,809.44 |
| 0010 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 7.000 | 7.000 | 7.000 | 7.000 | $2,208.82 | $15,461.74 | $15,461.74 |
| 8000 | CONCRETE PARAPET | 504(E) 1381 | LF | 0.000 | 184.250 | 184.250 | 184.250 | $592.00 | $109,076.00 | $109,076.00 |
| 8001 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 0.000 | 184.000 | 184.000 | 184.000 | $80.00 | $14,720.00 | $14,720.00 |
| 8002 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 0.000 | 8.000 | 8.000 | 8.000 | $1,928.00 | $15,424.00 | $15,424.00 |
| Subtotals For Category 0100/ROADWAY | $161,491.18 | $1,019,149.72 | ||||||||
| Fed/State Project Number: NHY-018N(068)3P | Project: 29092(04) | Category: 0300/TRAFFIC | ||||||||
| 0011 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 22.000 | 22.000 | 30.000 | 30.000 | $5.02 | $150.60 | $150.60 |
| 0012 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 108,000.000 | 108,000.000 | 106,000.000 | $0.31 | $0.00 | $32,860.00 | |
| 0013 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $3,263.03 | $163.15 | $3,263.04 |
| 8003 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $2,175.30 | $2,175.30 | $2,175.30 |
| Subtotals For Category 0300/TRAFFIC | $2,489.05 | $38,448.94 | ||||||||
| Fed/State Project Number: NHY-018N(068)3P | Project: 29092(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0014 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $27,152.11 | $0.00 | $27,152.12 | |
| 8004 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $5,000.00 | $5,000.00 | $5,000.00 |
| Subtotals For Category 0640/CONSTRUCTION | $5,000.00 | $32,152.12 | ||||||||
| Subtotals For Project NHY-018N(068)3P /29092(04) | $168,980.23 | $1,089,750.78 | ||||||||