| Contract ID: | 090508 | Estimate Number: | 0013 | Contract No: | 510189 | |||
| Residency: | EDMOND (04400) | Estimate Type: | Progressive | Account No: | 400400 | |||
| Project Number(s): | STP-STIM(409)AG | ||||||||||||
| Primary Job Piece No: | 26747(04) | ||||||||||||
| Contract Description: | RESURFACE (ASPHALT) CITY STREETS (N.E. 36TH, N.W. 10TH, CLASSEN, MAY AVE., MACARTHUR, N. MERIDAN, PENNSYLVANIA): AT VARIOUS LOCATIONS IN OKC. PROJECT LENGTH = 7.52 MILES. | ||||||||||||
| Primary County: | OKLAHOMA | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | SCHWARZ PAVING CO., INC. | ||||||||||||
| 8251 W. RENO | |||||||||||||
| OKLAHOMA CITY , OK 73127 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 07/23/2009 | NTP Effective Date: | 10/05/2009 | Pay Period: | 06/01/2010 TO 10/31/2010 |
| Date Awarded: | 08/03/2009 | Date Work Began: | 10/05/2009 | Original Contract Time: | 75 |
| Date Contract Executed: | 08/19/2009 | Date Time Stopped: | Current Time Charged: | 392.00 | |
| Date NTP Issued: | 09/01/2009 | Completion Date: | Current Time Allowed: | 413.00 | |
| General Liability Expires: | 10/01/2011 | Workman's Comp Expires: | 10/01/2011 | Percent Time Used: | 94.92 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $3,221,402.00 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,221,402.00 | Participating: | $2,602,450.98 | $2,576,932.58 | $25,518.40 | ||
| Percent Complete: | 82.33 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $569,123.66 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $569,123.66 | Total Earnings: | $2,602,450.98 | $2,576,932.58 | $25,518.40 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,602,450.98 | $2,576,932.58 | $25,518.40 | ||||
| Other Adjustments: | $49,827.36 | $49,827.36 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $-32,000.00 | $32,000.00 | ||||
| TOTAL: | $2,652,278.34 | $2,594,759.94 | $57,518.40 | ||||
| Contract ID: | 090508 | Estimate Number: | 0013 | Primary JP: | 26747(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Time Extension / Extend Project Limits | Approved | 09/01/2010 | 60.0 | $0.00 |
| 002 | Project Limits Extended | Approved | 09/07/2010 | 0.0 | $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 | 0006 | -6.0 | $1,000.00 | $-6,000.00 |
| System Application of Liquidated Damages | 0007 | --6.0 | $1,000.00 | $6,000.00 |
| System Application of Liquidated Damages | 0008 | -8.0 | $1,000.00 | $-8,000.00 |
| System Application of Liquidated Damages | 0009 | -7.0 | $1,000.00 | $-7,000.00 |
| System Application of Liquidated Damages | 0010 | -15.0 | $1,000.00 | $-15,000.00 |
| System Application of Liquidated Damages | 0011 | -2.0 | $1,000.00 | $-2,000.00 |
| System Application of Liquidated Damages | 0012 | -0.0 | $1,000.00 | $0.00 |
| System Application of Liquidated Damages | 0013 | --8.0 | $1,000.00 | $8,000.00 |
| System Application of Liquidated Damages | 0013 | -6.0 | $1,000.00 | $-6,000.00 |
| System Application of Liquidated Damages | 0013 | --2.0 | $1,000.00 | $2,000.00 |
| System Application of Liquidated Damages | 0013 | --6.0 | $1,000.00 | $6,000.00 |
| System Application of Liquidated Damages | 0013 | --7.0 | $1,000.00 | $7,000.00 |
| System Application of Liquidated Damages | 0013 | --15 | $1,000.00 | $15,000.00 |
| System Application of Liquidated Damages | 0013 | -0.0 | $1,000.00 | $0.00 |
| 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 |
| 26747(04) | 0003 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $121.75 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $1,414.80 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $1,102.01 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $426.14 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $1,925.67 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $11,148.72 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0008 | -2,606.06 | $68.00 | $-177,212.08 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0009 | -394.36 | $68.00 | $-26,816.55 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0009 | -103.89 | $68.00 | $-7,065.13 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0009 | -38.95 | $68.00 | $-2,649.21 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0009 | 2,606.06 | $68.00 | $177,212.08 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $38,316.33 |
| 26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $31,902.83 | Subtotals For Line Item Adjustments | $49,827.36 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| No milestones exist for this contract. | |||||||||
| Contract ID: | 090508 | Estimate Number: | 0013 | Primary JP: | 26747(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: STP-STIM(409)AG | Project: 26747(04) | Category: 0100/ROADWAY STP-STIM(409)AG | ||||||||
| 0001 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 100.000 | 100.000 | 18.120 | $20.00 | $0.00 | $362.40 | |
| 0002 | TACK COAT | 407 0250 | GAL | 23,500.000 | 23,500.000 | 7,875.000 | $1.65 | $0.00 | $12,993.75 | |
| 0003 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 4,100.000 | 4,100.000 | 25.400 | $74.00 | $0.00 | $1,879.60 | |
| 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 26,460.000 | 26,460.000 | 25,071.930 | $68.00 | $0.00 | $1,704,891.24 | |
| 0005 | (PL)CRACK SEALING P.C.PAVEMENT | 414 5169 | LF | 1,200.000 | 1,200.000 | 1,200.000 | $3.00 | $0.00 | $3,600.00 | |
| 0006 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 227,730.000 | 227,730.000 | 214,693.100 | $1.00 | $0.00 | $214,693.10 | |
| 0007 | CONCRETE JOINT REHABILITATION | 419 4152 | LF | 7,360.000 | 7,360.000 | 7,373.000 | $3.00 | $0.00 | $22,119.00 | |
| 0008 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 1,080.000 | 1,080.000 | 26.000 | 1,922.000 | $18.00 | $468.00 | $34,596.00 |
| 0009 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 2,836.000 | 2,836.000 | 222.120 | 2,648.460 | $45.00 | $9,995.40 | $119,180.70 |
| 0010 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 2,200.000 | 2,200.000 | 260.000 | 2,697.270 | $35.00 | $9,100.00 | $94,404.45 |
| 0011 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 2.000 | 2.000 | 0.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 |
| 0012 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $1,200.00 | $0.00 | $2,400.00 |
| 0013 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 23.000 | 23.000 | 37.000 | $500.00 | $0.00 | $18,500.00 | |
| 0014 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 56.000 | 56.000 | 4.000 | 9.000 | $250.00 | $1,000.00 | $2,250.00 |
| 0015 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1092 | LF | 300.000 | 300.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
| 0016 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1097 | LF | 100.000 | 100.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
| 0017 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 44.000 | 44.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0018 | TRENCH EXCAVATION | 613(S) 1180 | CY | 400.000 | 400.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0019 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 76.000 | 76.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0020 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 1,080.000 | 1,080.000 | 221.000 | 2,117.000 | $8.00 | $1,768.00 | $16,936.00 |
| 0021 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 2.000 | 2.000 | 1.000 | $600.00 | $0.00 | $600.00 | |
| 0022 | SAWING PAVEMENT | 619(C) 0924 | LF | 22,300.000 | 22,300.000 | 329.000 | 2,705.000 | $3.00 | $987.00 | $8,115.00 |
| 0023 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 38,000.000 | 38,000.000 | 27,146.000 | $3.50 | $0.00 | $95,011.00 | |
| 0024 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 223,400.000 | 223,400.000 | 110,718.000 | $0.43 | $0.00 | $47,608.74 | |
| 0025 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 195.000 | 195.000 | 52.000 | $80.00 | $0.00 | $4,160.00 | |
| 0026 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 105.000 | 105.000 | 11.000 | 27.000 | $200.00 | $2,200.00 | $5,400.00 |
| 0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.950 | $15,000.00 | $0.00 | $14,250.00 | |
| 0028 | (PL) PRECOATED FABRIC MEMBRANE(STRIP) | 931.57 5706 | LF | 7,500.000 | 7,500.000 | 0.000 | $3.25 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY STP-STIM(409)AG | $25,518.40 | $2,427,450.98 | ||||||||
| Fed/State Project Number: STP-STIM(409)AG | Project: 26747(04) | Category: 0640/CONSTRUCTION STP-STIM(409)AG | ||||||||
| 0029 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION STP-STIM(409)AG | $0.00 | $175,000.00 | ||||||||
| Subtotals For Project STP-STIM(409)AG /26747(04) | $25,518.40 | $2,602,450.98 | ||||||||