Contract ID: | 090601 | Estimate Number: | 0009 | Contract No: | 510436 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | STP-STIM(285)IG | ||||||||||||
Primary Job Piece No: | 26704(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION CITY STREETS: ON MINGO ROAD BEGIN 0.3 MI S. OF I-244, EXTEND N. ON ADMIRAL PLACE BEGIN 1.09 MI W OF US-169, EXT E. PROJECT LENGTH = 0.633 MILES | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREETS | ||||||||||||
Prime Contractor: | MCGUIRE BROTHERS CONSTRUCTION, INC. | ||||||||||||
8415 S. REGENCY DRIVE | |||||||||||||
TULSA , OK 74131 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 09/17/2009 | NTP Effective Date: | 03/15/2010 | Pay Period: | 09/01/2010 TO 09/15/2010 |
Date Awarded: | 10/05/2009 | Date Work Began: | 04/14/2010 | Original Contract Time: | 285 |
Date Contract Executed: | 10/13/2009 | Date Time Stopped: | Current Time Charged: | 185.00 | |
Date NTP Issued: | 10/23/2009 | Completion Date: | Current Time Allowed: | 291.00 | |
General Liability Expires: | 07/01/2011 | Workman's Comp Expires: | 07/01/2011 | Percent Time Used: | 63.57 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $725,628.65 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $725,628.65 | Participating: | $714,624.80 | $666,237.14 | $48,387.66 | ||
Percent Complete: | 99.86 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,018.30 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $1,018.30 | Total Earnings: | $714,624.80 | $666,237.14 | $48,387.66 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $714,624.80 | $666,237.14 | $48,387.66 | ||||
Other Adjustments: | $9,985.55 | $8,755.46 | $1,230.09 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $724,610.35 | $674,992.60 | $49,617.75 |
Contract ID: | 090601 | Estimate Number: | 0009 | Primary JP: | 26704(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 | |||||
No liquidated damages have been assessed on this contract. |
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 |
26704(04) | 0002 | UNCLASSIFIED EXCAVATION | * Material Discrepancy Adjustments | 0007 | -783.49 | $16.00 | $-12,535.84 |
26704(04) | 0002 | UNCLASSIFIED EXCAVATION | * Material Discrepancy Adjustments | 0008 | 783.49 | $16.00 | $12,535.84 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $4,100.03 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $3,929.70 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0005 | 0.00 | $0.00 | $-1,954.44 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $887.52 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0007 | 0.00 | $0.00 | $-642.18 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $2,434.83 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0009 | 0.00 | $0.00 | $-611.86 |
26704(04) | 0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $1,841.95 |
26704(04) | 0016 | FABRIC REINFORCEMENT | * Material Discrepancy Adjustments | 0005 | -8,396.00 | $2.50 | $-20,990.00 |
26704(04) | 0016 | FABRIC REINFORCEMENT | * Material Discrepancy Adjustments | 0007 | 8,396.00 | $2.50 | $20,990.00 |
26704(04) | 0024 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-III | * Material Discrepancy Adjustments | 0005 | -7.00 | $130.00 | $-910.00 |
26704(04) | 0024 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-III | * Material Discrepancy Adjustments | 0007 | 7.00 | $130.00 | $910.00 |
26704(04) | 0034 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0005 | -101.00 | $110.00 | $-11,110.00 |
26704(04) | 0034 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0007 | 101.00 | $110.00 | $11,110.00 |
26704(04) | 0035 | SPECIAL END SECTION OF 18" RCP ROUND | * Material Discrepancy Adjustments | 0005 | -2.00 | $3,500.00 | $-7,000.00 |
26704(04) | 0035 | SPECIAL END SECTION OF 18" RCP ROUND | * Material Discrepancy Adjustments | 0007 | 2.00 | $3,500.00 | $7,000.00 | Subtotals For Line Item Adjustments | $9,985.55 | * = 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: | 090601 | Estimate Number: | 0009 | Primary JP: | 26704(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(285)IG | Project: 26704(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,380.000 | 1,380.000 | 2,844.060 | $16.00 | $0.00 | $45,504.96 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0004 | TEMPORARY BALE BARRIER | 222 2801 | LF | 100.000 | 100.000 | 32.000 | $5.00 | $0.00 | $160.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,000.000 | 2,000.000 | 200.000 | $3.00 | $0.00 | $600.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 150.000 | 150.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 10,000.000 | 10,000.000 | 7,920.000 | $1.30 | $0.00 | $10,296.00 | |
0008 | AGGREGATE BASE | 303 0192 | CY | 772.000 | 772.000 | 0.000 | 795.710 | $58.00 | $0.00 | $46,151.18 |
0009 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,306.000 | 3,306.000 | 4,359.220 | $1.50 | $0.00 | $6,538.84 | |
0010 | TRAFFIC BOUND SURFACE COURSE TYPE B | 403(B) 0219 | TON | 488.000 | 488.000 | 16.870 | 360.680 | $27.00 | $455.49 | $9,738.36 |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 125.000 | 125.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0012 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 3,217.000 | 3,217.000 | 560.000 | 3,226.970 | $71.40 | $39,984.00 | $230,405.65 |
0013 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | 411(S5) 5970 | TON | 10.000 | 10.000 | 0.000 | $97.00 | $0.00 | $0.00 | |
0014 | 9" H.E.S. CONCRETE (PATCHING) | 414(B) 5072 | SY | 217.000 | 217.000 | 285.340 | $99.00 | $0.00 | $28,248.66 | |
0015 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 16,392.000 | 16,392.000 | 15,528.630 | $3.00 | $0.00 | $46,585.89 | |
0016 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 16,392.000 | 16,392.000 | 2,635.630 | 13,991.630 | $2.50 | $6,589.08 | $34,979.08 |
0017 | CLSM BACKFILL | 501(G) 6315 | CY | 24.000 | 24.000 | 0.000 | 3.000 | $70.00 | $0.00 | $210.00 |
0018 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 60.000 | 60.000 | 0.000 | 17.000 | $9.00 | $0.00 | $153.00 |
0019 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 408.000 | 408.000 | 0.000 | 263.740 | $57.00 | $0.00 | $15,033.18 |
0020 | BITUMINOUS DRIVEWAY (6") | 610(G) 4475 | SY | 1,641.000 | 1,641.000 | 0.000 | 1,473.110 | $24.50 | $0.00 | $36,091.20 |
0021 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 2.000 | 2.000 | $600.00 | $0.00 | $1,200.00 | |
0022 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 2.000 | 2.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0023 | METER BOXES ADJUST TO GRADE | 612(H) 0648 | EA | 1.000 | 1.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0024 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(B) 4504 | LF | 164.000 | 164.000 | 0.000 | 164.000 | $130.00 | $0.00 | $21,320.00 |
0025 | SPECIAL END SECTION OF 19" X 30" RCP ELLIPTICAL | 613(C) 5157 | EA | 6.000 | 6.000 | 6.000 | $800.00 | $0.00 | $4,800.00 | |
0026 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
Subtotals For Category 0100/ROADWAY | $47,028.57 | $569,016.00 | ||||||||
Fed/State Project Number: STP-STIM(285)IG | Project: 26704(04) | Category: 0101/STORM SEWER | ||||||||
0027 | CLSM BACKFILL | 501(G) 6315 | CY | 5.000 | 5.000 | 5.000 | $175.00 | $0.00 | $875.00 | |
0028 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
0029 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 3.000 | 3.000 | 3.000 | $100.00 | $0.00 | $300.00 | |
0030 | (PL)SPECIAL INLET DRAIN | 611(E) 4012 | EA | 2.000 | 2.000 | 2.000 | $2,520.00 | $0.00 | $5,040.00 | |
0031 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $4,250.00 | $0.00 | $4,250.00 |
0032 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 2.000 | 2.000 | 0.000 | 3.000 | $2,400.00 | $0.00 | $7,200.00 |
0033 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 235.000 | 235.000 | 0.000 | 315.000 | $98.00 | $0.00 | $30,870.00 |
0034 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 413.000 | 413.000 | 0.000 | 413.000 | $110.00 | $0.00 | $45,430.00 |
0035 | SPECIAL END SECTION OF 18" RCP ROUND | 613(C) 4373 | EA | 1.000 | 1.000 | 2.000 | $3,500.00 | $0.00 | $7,000.00 | |
0036 | (PL) 24" AUTOMATIC FLAP GATE | 932.03 7031 | EA | 1.000 | 1.000 | 1.000 | $2,220.00 | $0.00 | $2,220.00 | |
Subtotals For Category 0101/STORM SEWER | $0.00 | $104,685.00 | ||||||||
Fed/State Project Number: STP-STIM(285)IG | Project: 26704(04) | Category: 0300/TRAFFIC | ||||||||
0037 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 175.000 | 175.000 | 0.000 | $17.50 | $0.00 | $0.00 | |
0038 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 216.000 | 216.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0039 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 16,720.000 | 16,720.000 | 9,192.000 | $0.16 | $0.00 | $1,470.72 | |
0040 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 8,120.000 | 8,120.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0041 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 8,600.000 | 8,600.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0042 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 8.000 | 8.000 | 0.000 | $95.00 | $0.00 | $0.00 | |
0043 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,420.000 | 3,420.000 | 285.000 | 2,959.000 | $0.55 | $156.75 | $1,627.45 |
0044 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,550.000 | 8,550.000 | 212.000 | 2,219.000 | $0.28 | $59.36 | $621.32 |
0045 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,275.000 | 4,275.000 | 678.000 | 6,768.000 | $1.10 | $745.80 | $7,444.80 |
0046 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 570.000 | 570.000 | 196.000 | 2,433.000 | $1.10 | $215.60 | $2,676.30 |
0047 | DRUMS | 880(F) 8878 | SD | 2,850.000 | 2,850.000 | 374.000 | 4,537.000 | $0.11 | $41.14 | $499.07 |
0048 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 9,975.000 | 9,975.000 | 626.000 | 12,774.000 | $0.11 | $68.86 | $1,405.14 |
0049 | TYPE A LIGHT | 880(M) 8024 | SD | 18,240.000 | 18,240.000 | 1,193.000 | 12,150.000 | $0.06 | $71.58 | $729.00 |
0050 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 1.000 | 1.000 | 2.000 | $3,100.00 | $0.00 | $6,200.00 | |
Subtotals For Category 0300/TRAFFIC | $1,359.09 | $22,673.80 | ||||||||
Fed/State Project Number: STP-STIM(285)IG | Project: 26704(04) | Category: 0600/STAKING | ||||||||
0051 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $8,250.00 | $0.00 | $8,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $8,250.00 | ||||||||
Fed/State Project Number: STP-STIM(285)IG | Project: 26704(04) | Category: 0640/CONSTRUCTION | ||||||||
0052 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $10,000.00 | ||||||||
Subtotals For Project STP-STIM(285)IG /26704(04) | $48,387.66 | $714,624.80 |