Contract ID: | 120090 | Estimate Number: | 0006 | 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: | 11/08/2012 TO 10/07/2014 |
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: | 09/01/2015 | Workman's Comp Expires: | 09/01/2015 | Percent Time Used: | 96.00 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $961,840.42 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $1,127,814.65 | Participating: | $1,108,827.95 | $1,089,750.78 | $19,077.17 | ||
Percent Complete: | 99.56 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $4,916.79 | Total Earnings: | $1,108,827.95 | $1,089,750.78 | $19,077.17 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $1,108,827.95 | $1,089,750.78 | $19,077.17 | ||||
Other Adjustments: | $14,069.91 | $14,069.91 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,122,897.86 | $1,103,820.69 | $19,077.17 |
Contract ID: | 120090 | Estimate Number: | 0006 | 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 |
002 | Profilograph | Approved | 10/06/2014 | 0.0 | $19,578.93 |
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: | 0006 | 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 | -5.580 | 3,039.920 | $2.30 | $-12.83 | $6,991.82 |
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 | $16.06 | $0.00 | $6,809.44 | |
0010 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 7.000 | 7.000 | 7.000 | $2,208.82 | $0.00 | $15,461.74 | |
8000 | CONCRETE PARAPET | 504(E) 1381 | LF | 0.000 | 184.250 | -0.010 | 184.240 | $592.00 | $-5.92 | $109,070.08 |
8001 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 0.000 | 184.000 | 0.120 | 184.120 | $80.00 | $9.60 | $14,729.60 |
8002 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 0.000 | 8.000 | 8.000 | $1,928.00 | $0.00 | $15,424.00 | |
8010 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $19,578.93 | $19,578.93 | $19,578.93 |
Subtotals For Category 0100/ROADWAY | $19,569.78 | $1,038,719.50 | ||||||||
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 | $5.02 | $0.00 | $150.60 | |
0012 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 108,000.000 | 108,000.000 | -1,589.080 | 104,410.920 | $0.31 | $-492.61 | $32,367.39 |
0013 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $3,263.03 | $0.00 | $3,263.04 | |
8003 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $2,175.30 | $0.00 | $2,175.30 | |
Subtotals For Category 0300/TRAFFIC | $-492.61 | $37,956.33 | ||||||||
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 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $32,152.12 | ||||||||
Subtotals For Project NHY-018N(068)3P /29092(04) | $19,077.17 | $1,108,827.95 |