Contract ID: | 090508 | Estimate Number: | 0012 | 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 (NE 36TH, NW 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: | 05/01/2010 TO 05/31/2010 |
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: | 239.00 | |
Date NTP Issued: | 09/01/2009 | Completion Date: | Current Time Allowed: | 207.00 | |
General Liability Expires: | 10/01/2010 | Workman's Comp Expires: | 10/01/2010 | Percent Time Used: | 115.46 % |
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: | $2,576,932.58 | $2,535,143.56 | $41,789.02 | ||
Percent Complete: | 80.55 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $626,642.06 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $626,642.06 | Total Earnings: | $2,576,932.58 | $2,535,143.56 | $41,789.02 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,576,932.58 | $2,535,143.56 | $41,789.02 | ||||
Other Adjustments: | $49,827.36 | $49,827.36 | $0.00 | ||||
Liq Dam/Disincentive: | $-32,000.00 | $-32,000.00 | $0.00 | ||||
TOTAL: | $2,594,759.94 | $2,552,970.92 | $41,789.02 |
Contract ID: | 090508 | Estimate Number: | 0012 | Primary JP: | 26747(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
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 |
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: | 0012 | 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 | 1,896.000 | $18.00 | $0.00 | $34,128.00 | |
0009 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 2,836.000 | 2,836.000 | 2,426.340 | $45.00 | $0.00 | $109,185.30 | |
0010 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 2,200.000 | 2,200.000 | 2,437.270 | $35.00 | $0.00 | $85,304.45 | |
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 | 2.000 | 2.000 | $1,200.00 | $2,400.00 | $2,400.00 |
0013 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 23.000 | 23.000 | 36.000 | 37.000 | $500.00 | $18,000.00 | $18,500.00 |
0014 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 56.000 | 56.000 | 5.000 | 5.000 | $250.00 | $1,250.00 | $1,250.00 |
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 | 1,896.000 | $8.00 | $0.00 | $15,168.00 | |
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 | 2,376.000 | $3.00 | $0.00 | $7,128.00 | |
0023 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 38,000.000 | 38,000.000 | 2,462.000 | 27,146.000 | $3.50 | $8,617.00 | $95,011.00 |
0024 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 223,400.000 | 223,400.000 | 19,214.000 | 110,718.000 | $0.43 | $8,262.02 | $47,608.74 |
0025 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 195.000 | 195.000 | 22.000 | 52.000 | $80.00 | $1,760.00 | $4,160.00 |
0026 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 105.000 | 105.000 | 16.000 | $200.00 | $0.00 | $3,200.00 | |
0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.100 | 0.950 | $15,000.00 | $1,500.00 | $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 | $41,789.02 | $2,401,932.58 | ||||||||
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) | $41,789.02 | $2,576,932.58 |