Contract ID: | 110248 | Estimate Number: | 0013 | Contract No: | 611360 | |||
Residency: | GARVER, LLC. (04011) | Estimate Type: | Progressive | Account No: | 400450 | |||
Project Number(s): | STP-155A(691)AG | ||||||||||||
Primary Job Piece No: | 26119(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES CITY STREET (RENO AVENUE): OVER CROOKED OAK CREEK, AT BRYANT AVENUE IN DEL CITY. PROJECT LENGTH = 0.026 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | C-P INTEGRATED SERVICES, INC. | ||||||||||||
3007 NW 63RD, BLDG."B", STE 205 | |||||||||||||
OKLAHOMA CITY , OK 73116-3614 | |||||||||||||
Surety Company: | ULLICO CASUALTY CO. | ||||||||||||
Date Let: | 04/14/2011 | NTP Effective Date: | 08/01/2011 | Pay Period: | 08/01/2012 TO 09/30/2012 |
Date Awarded: | 05/02/2011 | Date Work Began: | 08/01/2011 | Original Contract Time: | 90 |
Date Contract Executed: | 05/18/2011 | Date Time Stopped: | 09/17/2012 | Current Time Charged: | 348.00 |
Date NTP Issued: | 05/25/2011 | Completion Date: | 09/17/2012 | Current Time Allowed: | 221.00 |
General Liability Expires: | 01/31/2013 | Workman's Comp Expires: | 01/31/2013 | Percent Time Used: | 157.47 % |
Specification Year: | 2009 | Date Approved: | 10/12/2012 | ||
Current Contract Amount: | $717,249.45 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $641,907.69 | Participating: | $662,643.09 | $619,613.51 | $43,029.58 | ||
Percent Complete: | 89.08 % | Non Participating: | $39,789.30 | $39,789.30 | $0.00 | ||
Funds Available: | $78,317.06 | Total Earnings: | $702,432.39 | $659,402.81 | $43,029.58 | ||
Unearned Balance: | $2,975.30 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $702,432.39 | $659,402.81 | $43,029.58 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-63,500.00 | $-79,000.00 | $15,500.00 | ||||
TOTAL: | $638,932.39 | $580,402.81 | $58,529.58 |
Contract ID: | 110248 | Estimate Number: | 0013 | Primary JP: | 26119(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Addition of time & funds due to fiber optic conflict & obstr | Approved | 02/14/2012 | 100.0 | $33,130.00 |
002 | Rip Rap and Wingwall Revision | Approved | 10/09/2012 | 31.0 | $42,211.76 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26119(04) | 0016 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0004 | $1,538.21 |
26119(04) | 0016 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-1,538.21 |
26119(04) | 0017 | STR-CV/DR (AML) | Stockpiled Material Closure | 0012 | $-2,114.00 |
26119(04) | 0017 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-2,114.00 |
26119(04) | 0017 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-5,381.75 |
26119(04) | 0017 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0011 | $4,228.00 |
26119(04) | 0017 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0004 | $5,381.75 |
26119(04) | 0017 | STR-CV/DR (AML) | Stockpiled Material Closure | 0011 | $-4,228.00 |
26119(04) | 0017 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0004 | $4,228.00 |
26119(04) | 0018 | STR-CV/DR (AML) | Stockpiled Material Closure | 0012 | $-2,940.00 |
26119(04) | 0018 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0011 | $2,940.00 |
26119(04) | 0018 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-2,940.00 |
26119(04) | 0018 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0004 | $2,940.00 |
26119(04) | 0018 | STR-CV/DR (AML) | Stockpiled Material Closure | 0011 | $-2,249.00 |
26119(04) | 0018 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0004 | $2,249.00 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Adjustment | 0010 | $-4,692.96 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Adjustment | 0009 | $-15,975.97 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Adjustment | 0009 | $-822.83 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Adjustment | 0008 | $-19,158.24 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Adjustment | 0008 | $-7,869.02 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Initial Payment | 0007 | $20,668.93 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Initial Payment | 0007 | $21,026.65 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Adjustment | 0007 | $-13,157.63 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Adjustment | 0007 | $-8,465.84 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $8,465.84 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Initial Payment | 0007 | $19,981.07 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Closure | 0007 | $-21,026.65 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $21,026.65 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Closure | 0007 | $-19,981.07 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $19,981.07 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $20,668.93 |
26119(04) | 0035 | REBAR-GR60 | Stockpiled Material Closure | 0007 | $-20,668.93 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0003 | --47 | $500.00 | $-23,500.00 |
System Application of Liquidated Damages | 0004 | --47 | $500.00 | $-23,500.00 |
System Application of Liquidated Damages | 0005 | -85.0 | $500.00 | $42,500.00 |
System Application of Liquidated Damages | 0006 | --14 | $500.00 | $-7,000.00 |
System Application of Liquidated Damages | 0007 | --15 | $500.00 | $-7,500.00 |
System Application of Liquidated Damages | 0008 | --46 | $500.00 | $-23,000.00 |
System Application of Liquidated Damages | 0009 | --15 | $500.00 | $-7,500.00 |
System Application of Liquidated Damages | 0010 | --16 | $500.00 | $-8,000.00 |
System Application of Liquidated Damages | 0011 | --12 | $500.00 | $-6,000.00 |
System Application of Liquidated Damages | 0012 | --31 | $500.00 | $-15,500.00 |
System Application of Liquidated Damages | 0013 | -31.0 | $500.00 | $15,500.00 | Subtotals For Liquidated Damages | $-63,500.00 |
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 |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
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: | 110248 | Estimate Number: | 0013 | Primary JP: | 26119(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-155A(691)AG | Project: 26119(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $3,155.97 | $0.00 | $3,155.97 | |
0002 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $44,859.25 | $0.00 | $44,859.25 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $602.87 | $0.00 | $602.88 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 500.000 | 500.000 | 307.000 | $2.99 | $0.00 | $917.93 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 100.000 | 100.000 | 105.000 | $13.19 | $0.00 | $1,384.95 | |
0006 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 60.000 | 60.000 | 0.340 | 51.340 | $104.42 | $35.50 | $5,360.92 |
0007 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 2.000 | 2.000 | 0.000 | $180.86 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 930.000 | 930.000 | 21.000 | 1,591.000 | $2.40 | $50.40 | $3,818.40 |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.200 | 0.200 | 0.000 | $149.26 | $0.00 | $0.00 | |
0010 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 820.000 | 820.000 | 820.000 | $23.97 | $0.00 | $19,655.40 | |
0011 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 758.000 | 758.000 | -0.670 | 757.330 | $16.28 | $-10.91 | $12,329.33 |
0012 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 211.000 | 211.000 | -0.710 | 210.290 | $102.49 | $-72.77 | $21,552.62 |
0013 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | -0.090 | 28.910 | $156.75 | $-14.11 | $4,531.64 |
0014 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 210.000 | 210.000 | 100.800 | $23.11 | $0.00 | $2,329.49 | |
0015 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 203.000 | 203.000 | 0.000 | $45.74 | $0.00 | $0.00 | |
0016 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $1,709.13 | $0.00 | $1,709.13 | |
0017 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 2.000 | 2.000 | 2.000 | $6,098.92 | $0.00 | $12,197.84 | |
0018 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 1.000 | 1.000 | 1.000 | $7,354.99 | $0.00 | $7,354.99 | |
0019 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 1.000 | 1.000 | 0.000 | $1,748.32 | $0.00 | $0.00 | |
0020 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 46.000 | 46.000 | 46.000 | $44.23 | $0.00 | $2,034.58 | |
0021 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 37.000 | 37.000 | 0.170 | 37.170 | $58.33 | $9.92 | $2,168.13 |
0022 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 756.000 | 756.000 | 1.330 | 757.330 | $4.31 | $5.73 | $3,264.09 |
0023 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 163.000 | 163.000 | 0.000 | $9.19 | $0.00 | $0.00 | |
0024 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 2.000 | 2.000 | 2.000 | $602.87 | $0.00 | $1,205.74 | |
0025 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,652.62 | $0.00 | $10,610.48 | |
0026 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,446.88 | $0.00 | $5,787.52 | |
0027 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 5.000 | 5.000 | 5.000 | $60.29 | $0.00 | $301.45 | |
0028 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 710.000 | 710.000 | 404.000 | $1.39 | $0.00 | $561.56 | |
0029 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $4,280.36 | $0.00 | $4,280.36 | |
8003 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 0.000 | 260.000 | 256.000 | 256.000 | $6.05 | $1,548.80 | $1,548.80 |
Subtotals For Category 0100/ROADWAY | $1,552.56 | $173,523.45 | ||||||||
Fed/State Project Number: STP-155A(691)AG | Project: 26119(04) | Category: 0200/BRIDGE 'A' | ||||||||
0030 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,490.000 | 1,490.000 | 1,490.000 | $10.97 | $0.00 | $16,345.30 | |
0031 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 440.000 | 440.000 | 440.000 | $31.60 | $0.00 | $13,904.00 | |
0032 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 894.000 | 894.000 | 894.000 | $15.33 | $0.00 | $13,705.03 | |
0033 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 109.500 | 109.500 | 109.500 | $54.81 | $0.00 | $6,001.70 | |
0034 | CLASS AA CONCRETE | 509(A) 1326 | CY | 915.000 | 915.000 | 915.000 | $192.83 | $0.00 | $176,439.45 | |
0035 | REINFORCING STEEL | 511(A) 1332 | LB | 152,550.000 | 152,550.000 | 152,550.000 | $0.71 | $0.00 | $108,310.51 | |
0036 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 51.000 | 51.000 | 51.000 | 51.000 | $15.07 | $768.57 | $768.57 |
0037 | FILTER FABRIC | 602(C) 4205 | SY | 1,128.000 | 1,128.000 | 1,128.000 | $6.92 | $0.00 | $7,805.76 | |
0038 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $39,619.29 | $0.00 | $39,619.30 | |
8000 | NEGOTIATED SETTLEMENT OF CONTR'S CLAIM | 109 1100 | LSUM | 0.000 | 1.000 | 1.000 | $14,154.00 | $0.00 | $14,154.00 | |
8001 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $18,976.00 | $0.00 | $18,976.00 | |
8002 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 0.000 | 705.000 | 701.830 | 701.830 | $53.88 | $37,814.60 | $37,814.60 |
8004 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 0.000 | 136.000 | 135.580 | 135.580 | $19.51 | $2,645.17 | $2,645.17 |
Subtotals For Category 0200/BRIDGE 'A' | $41,228.34 | $456,489.39 | ||||||||
Fed/State Project Number: STP-155A(691)AG | Project: 26119(04) | Category: 0600/STAKING | ||||||||
0039 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $2,486.83 | $248.68 | $2,486.83 |
Subtotals For Category 0600/STAKING | $248.68 | $2,486.83 | ||||||||
Fed/State Project Number: STP-155A(691)AG | Project: 26119(04) | Category: 0640/CONSTRUCTION | ||||||||
0040 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $30,143.41 | $0.00 | $30,143.42 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $30,143.42 | ||||||||
Fed/State Project Number: STP-155A(691)AG | Project: 26119(04) | Category: 0900/NON-PARTICIPATING | ||||||||
0041 | REMOVE AND RECONSTRUCT FENCE | 625(B) 1252 | LF | 150.000 | 150.000 | 0.000 | $12.06 | $0.00 | $0.00 | |
0042 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 2.000 | 2.000 | 2.000 | $19,894.65 | $0.00 | $39,789.30 | |
Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $39,789.30 | ||||||||
Subtotals For Project STP-155A(691)AG /26119(04) | $43,029.58 | $702,432.39 |