| Contract ID: | 120091 | Estimate Number: | 0003 | Contract No: | 710992 | |||
| Residency: | SAND SPRINGS (08400) | Estimate Type: | Progressive | Account No: | 400800 | |||
| Project Number(s): | STPY-219B(004)3P | ||||||||||||
| Primary Job Piece No: | 29093(04) | ||||||||||||
| Contract Description: | RESURFACE (P.C. CONCRETE) SH-99: FROM THE SH-99B JUNCTION, EXTEND NORTH. PROJECT LENGTH = 1.079 MILES. | ||||||||||||
| Primary County: | CREEK | ||||||||||||
| Name of Road: | SH-99 | ||||||||||||
| Prime Contractor: | DIAMOND SURFACE, INC. | ||||||||||||
| 13792 REIMER DRIVE | |||||||||||||
| MAPLE GROVE , MN 55311 | |||||||||||||
| Surety Company: | NORTH AMERICAN INSURANCE COMPANY | ||||||||||||
| Date Let: | 02/16/2012 | NTP Effective Date: | 06/04/2012 | Pay Period: | 11/01/2012 TO 11/30/2012 |
| Date Awarded: | 03/05/2012 | Date Work Began: | 09/27/2012 | Original Contract Time: | 30 |
| Date Contract Executed: | 03/15/2012 | Date Time Stopped: | 11/16/2012 | Current Time Charged: | 151.00 |
| Date NTP Issued: | 03/29/2012 | Completion Date: | 11/16/2012 | Current Time Allowed: | 139.00 |
| General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 05/01/2013 | Percent Time Used: | 108.63 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $547,841.97 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $547,841.97 | Participating: | $504,794.33 | $482,411.72 | $22,382.61 | ||
| Percent Complete: | 91.05 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $49,047.64 | Total Earnings: | $504,794.33 | $482,411.72 | $22,382.61 | ||
| Unearned Balance: | $49,047.64 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $504,794.33 | $482,411.72 | $22,382.61 | ||||
| Other Adjustments: | $0.00 | $-4,397.36 | $4,397.36 | ||||
| Liq Dam/Disincentive: | $-6,000.00 | $-2,500.00 | $-3,500.00 | ||||
| TOTAL: | $498,794.33 | $475,514.36 | $23,279.97 | ||||
| Contract ID: | 120091 | Estimate Number: | 0003 | Primary JP: | 29093(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Time charge adjustment | Approved | 10/24/2012 | 109.0 | $0.00 |
| 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 | 0001 | --99 | $500.00 | $-49,500.00 |
| System Application of Liquidated Damages | 0002 | -94.0 | $500.00 | $47,000.00 |
| System Application of Liquidated Damages | 0003 | --7.0 | $500.00 | $-3,500.00 | Subtotals For Liquidated Damages | $-6,000.00 |
| 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 |
| 29093(04) | 0002 | TACK COAT | * Material Discrepancy Adjustments | 0002 | -836.00 | $5.26 | $-4,397.36 |
| 29093(04) | 0002 | TACK COAT | * Material Discrepancy Adjustments | 0003 | 836.00 | $5.26 | $4,397.36 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 120091 | Estimate Number: | 0003 | Primary JP: | 29093(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: STPY-219B(004)3P | Project: 29093(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 100.000 | 100.000 | 0.000 | $67.89 | $0.00 | $0.00 | |
| 0002 | TACK COAT | 407(B) 0250 | GAL | 1,050.000 | 1,050.000 | 74.000 | 910.000 | $5.26 | $389.24 | $4,786.60 |
| 0003 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,450.000 | 1,450.000 | 1,528.630 | $67.16 | $0.00 | $102,662.79 | |
| 0004 | COLD MILLING PAVEMENT | 412 5267 | SY | 13,300.000 | 13,300.000 | 12,200.010 | $1.83 | $0.00 | $22,326.02 | |
| 0005 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 1,000.000 | 1,000.000 | 1,032.840 | $93.82 | $0.00 | $96,901.05 | |
| 0006 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 225.000 | 225.000 | 226.970 | $164.33 | $0.00 | $37,297.98 | |
| 0007 | CONCRETE JOINT SEALING | 415 6300 | LF | 32,300.000 | 32,300.000 | 5,000.000 | 15,000.000 | $1.10 | $5,500.00 | $16,500.00 |
| 0008 | DOWEL BAR RETROFIT | 416 0100 | EA | 6,000.000 | 6,000.000 | 4,899.000 | $16.85 | $0.00 | $82,548.15 | |
| 0009 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 19,100.000 | 19,100.000 | 17,803.340 | $2.56 | $0.00 | $45,576.55 | |
| 0010 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 200.000 | 200.000 | 200.000 | $4.21 | $0.00 | $842.00 | |
| 0011 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 250.000 | 250.000 | 250.000 | $25.26 | $0.00 | $6,315.00 | |
| 0012 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,105.26 | $0.00 | $8,421.04 | |
| Subtotals For Category 0100/ROADWAY | $5,889.24 | $424,177.18 | ||||||||
| Fed/State Project Number: STPY-219B(004)3P | Project: 29093(04) | Category: 0300/TRAFFIC | ||||||||
| 0013 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 30.000 | 30.000 | 29.000 | $157.90 | $0.00 | $4,579.10 | |
| 0014 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 12.000 | 12.000 | 12.000 | $5.58 | $0.00 | $66.96 | |
| 0015 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 23,700.000 | 23,700.000 | 21,059.000 | 21,059.000 | $0.43 | $9,055.37 | $9,055.37 |
| 0016 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $29,752.00 | $7,438.00 | $29,752.00 |
| Subtotals For Category 0300/TRAFFIC | $16,493.37 | $43,453.43 | ||||||||
| Fed/State Project Number: STPY-219B(004)3P | Project: 29093(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0017 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $37,163.72 | $0.00 | $37,163.72 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $37,163.72 | ||||||||
| Subtotals For Project STPY-219B(004)3P /29093(04) | $22,382.61 | $504,794.33 | ||||||||