Contract ID: | 090508 | Estimate Number: | 0018 | 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 ST., N.W. 10TH ST., CLASSEN BLVD., MAY AVE., MACARTHUR BLVD., MERIDAN AVE., PENNSYLVANIA AVE.): AT VARIOUS LOCATIONS IN OKLAHOMA CITY. 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: | 04/01/2011 TO 02/15/2012 |
Date Awarded: | 08/03/2009 | Date Work Began: | 10/05/2009 | Original Contract Time: | 75 |
Date Contract Executed: | 08/19/2009 | Date Time Stopped: | 03/10/2011 | Current Time Charged: | 522.00 |
Date NTP Issued: | 09/01/2009 | Completion Date: | 03/10/2011 | Current Time Allowed: | 522.00 |
General Liability Expires: | 10/01/2012 | Workman's Comp Expires: | 10/01/2012 | Percent Time Used: | 100.00 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $3,277,887.08 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $3,221,402.00 | Participating: | $3,265,405.67 | $3,154,041.09 | $111,364.58 | ||
Percent Complete: | 99.62 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $12,481.41 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $-44,003.67 | Total Earnings: | $3,265,405.67 | $3,154,041.09 | $111,364.58 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $3,265,405.67 | $3,154,041.09 | $111,364.58 | ||||
Other Adjustments: | $0.00 | $67,360.54 | $-67,360.54 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,265,405.67 | $3,221,401.63 | $44,004.04 |
Contract ID: | 090508 | Estimate Number: | 0018 | 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 |
003 | Re-Mobilization | Approved | 04/18/2011 | 0.0 | $17,750.00 |
004 | Binder Adj / Asphalt Deduct / Underrun | Approved | 02/07/2012 | 0.0 | $38,735.08 |
005 | Final Quantities | Pending | 0 | 0.0 | $-6,731.41 |
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) | 0003 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | * Asphalt Binder Adjustment | 0018 | 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) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $38,316.33 |
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 | 0010 | 0.00 | $0.00 | $31,902.83 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $2,783.11 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 5,196.22 | $2.83 | $14,746.87 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 1.00 | $3.19 | $3.20 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-1,414.80 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-1,102.01 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-426.14 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-1,925.67 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-11,148.72 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-31,902.83 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-2,783.11 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-14,746.87 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-3.20 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $26,816.55 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $7,065.13 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $2,649.21 |
26747(04) | 0004 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-38,316.33 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 0018 | 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 | 9,250.000 | 9,250.000 | $1.65 | $0.00 | $15,262.50 | |
0003 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 4,100.000 | 4,100.000 | 0.000 | 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 | 0.000 | 31,249.810 | $68.00 | $0.00 | $2,124,987.08 |
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 | 250,416.340 | $1.00 | $0.00 | $250,416.34 | |
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 | 69.000 | 2,498.000 | $18.00 | $1,242.00 | $44,964.00 |
0009 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 2,836.000 | 2,836.000 | 3,047.160 | $45.00 | $0.00 | $137,122.20 | |
0010 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 2,200.000 | 2,200.000 | 3,320.000 | $35.00 | $0.00 | $116,200.00 | |
0011 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 2.000 | 2.000 | 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 | $1,200.00 | $0.00 | $2,400.00 | |
0013 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 23.000 | 23.000 | 44.000 | $500.00 | $0.00 | $22,000.00 | |
0014 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 56.000 | 10.000 | 10.000 | $250.00 | $0.00 | $2,500.00 | |
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 | 2,498.000 | $8.00 | $0.00 | $19,984.00 | |
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 | 3,181.000 | $3.00 | $0.00 | $9,543.00 | |
0023 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 38,000.000 | 38,000.000 | 32,990.000 | $3.50 | $0.00 | $115,465.00 | |
0024 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 223,400.000 | 223,400.000 | 136,879.000 | $0.43 | $0.00 | $58,857.97 | |
0025 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 195.000 | 195.000 | 74.000 | $80.00 | $0.00 | $5,920.00 | |
0026 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 105.000 | 105.000 | 38.000 | $200.00 | $0.00 | $7,600.00 | |
0027 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 0.000 | -1.000 | 0.000 | $15,000.00 | $-15,000.00 | $0.00 |
0028 | (PL) PRECOATED FABRIC MEMBRANE(STRIP) | 931.57 5706 | LF | 7,500.000 | 0.000 | 0.000 | $3.25 | $0.00 | $0.00 | |
8002 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $27,000.00 | $27,000.00 | $27,000.00 |
8003 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $103,891.43 | $103,891.43 | $103,891.43 |
8004 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-5,768.85 | $-5,768.85 | $-5,768.85 |
Subtotals For Category 0100/ROADWAY STP-STIM(409)AG | $111,364.58 | $3,090,405.67 | ||||||||
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 | ||||||||
Fed/State Project Number: STP-STIM(409)AG | Project: 26747(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8001 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 0.000 | $5,750.00 | $0.00 | $0.00 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
Subtotals For Project STP-STIM(409)AG /26747(04) | $111,364.58 | $3,265,405.67 |