Contract ID: | 110517 | Estimate Number: | 0011 | Contract No: | 710663 | |||
Residency: | JACOBS (AKA - CARTER-BURGESS) (03004) | Estimate Type: | Progressive | Account No: | 404300 | |||
Project Number(s): | SBR-144C(157)SB | ||||||||||||
Primary Job Piece No: | 28177(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION SH-59: OVER FINN CREEK, 2.8 MILES WEST OF THE SH-74 JCT. | ||||||||||||
Primary County: | MCCLAIN | ||||||||||||
Name of Road: | SH-59 | ||||||||||||
Prime Contractor: | CIMARRON CONSTRUCTION COMPANY | ||||||||||||
7409 N.W. 85TH STREET | |||||||||||||
OKLAHOMA CITY , OK 73132 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 11/17/2011 | NTP Effective Date: | 05/07/2012 | Pay Period: | 10/01/2012 TO 10/31/2012 |
Date Awarded: | 12/05/2011 | Date Work Began: | 05/07/2012 | Original Contract Time: | 90 |
Date Contract Executed: | 12/15/2011 | Date Time Stopped: | Current Time Charged: | 155.00 | |
Date NTP Issued: | 12/21/2011 | Completion Date: | Current Time Allowed: | 90.00 | |
General Liability Expires: | 01/01/2013 | Workman's Comp Expires: | 01/01/2013 | Percent Time Used: | 172.22 % |
Specification Year: | 2009 | Date Approved: | 11/05/2012 | ||
Current Contract Amount: | $964,159.55 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $964,159.55 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 93.64 % | Non Participating: | $935,860.64 | $902,743.07 | $33,117.57 | ||
Funds Available: | $61,276.81 | Total Earnings: | $935,860.64 | $902,743.07 | $33,117.57 | ||
Unearned Balance: | $61,276.81 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $935,860.64 | $902,743.07 | $33,117.57 | ||||
Other Adjustments: | $-477.90 | $-228.30 | $-249.60 | ||||
Liq Dam/Disincentive: | $-32,500.00 | $-28,500.00 | $-4,000.00 | ||||
TOTAL: | $902,882.74 | $874,014.77 | $28,867.97 |
Contract ID: | 110517 | Estimate Number: | 0011 | Primary JP: | 28177(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 | 0007 | --11 | $500.00 | $-5,500.00 |
System Application of Liquidated Damages | 0008 | --16 | $500.00 | $-8,000.00 |
System Application of Liquidated Damages | 0009 | --15 | $500.00 | $-7,500.00 |
System Application of Liquidated Damages | 0010 | --15 | $500.00 | $-7,500.00 |
System Application of Liquidated Damages | 0011 | --8.0 | $500.00 | $-4,000.00 | Subtotals For Liquidated Damages | $-32,500.00 |
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 |
28177(04) | 0007 | PRIME COAT | * Material Discrepancy Adjustments | 0009 | -50.00 | $0.00 | $0.00 |
28177(04) | 0007 | PRIME COAT | * Material Discrepancy Adjustments | 0010 | -50.00 | $13.00 | $-650.00 |
28177(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 64.03 | $1.32 | $84.58 |
28177(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 67.44 | $0.48 | $32.43 |
28177(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 153.53 | $1.50 | $231.77 |
28177(04) | 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 132.67 | $0.54 | $72.92 |
28177(04) | 0026 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0011 | 0.00 | $0.00 | $-249.60 | Subtotals For Line Item Adjustments | $-477.90 | * = User applied Line Item Adjustments |
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: | 110517 | Estimate Number: | 0011 | Primary JP: | 28177(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: SBR-144C(157)SB | Project: 28177(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 992.000 | 992.000 | 0.000 | $8.20 | $0.00 | $0.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,552.000 | 1,552.000 | 1,501.000 | $3.25 | $0.00 | $4,878.25 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,035.000 | 1,035.000 | 2,194.460 | 2,194.460 | $4.50 | $9,875.07 | $9,875.07 |
0005 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 590.000 | 590.000 | 503.300 | $55.00 | $0.00 | $27,681.50 | |
0006 | TACK COAT | 407(B) 0250 | GAL | 207.000 | 207.000 | 400.000 | $2.90 | $0.00 | $1,160.00 | |
0007 | PRIME COAT | 408 5774 | GAL | 122.000 | 122.000 | 50.000 | $13.00 | $0.00 | $650.00 | |
0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 359.000 | 359.000 | 0.000 | 253.960 | $88.00 | $0.00 | $22,348.48 |
0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 538.000 | 538.000 | 640.290 | $93.00 | $0.00 | $59,546.97 | |
0010 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,537.000 | 2,537.000 | 1,895.000 | $4.25 | $0.00 | $8,053.75 | |
0011 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.000 | 15.000 | 1.950 | $250.00 | $0.00 | $487.50 | |
0012 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.300 | 1.000 | $9,500.00 | $2,850.00 | $9,500.00 |
0013 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,582.000 | 1,582.000 | 1,523.000 | $4.00 | $0.00 | $6,092.00 | |
0014 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 650.000 | 650.000 | 350.000 | 650.000 | $17.00 | $5,950.00 | $11,050.00 |
0015 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 2.000 | 4.000 | $2,390.00 | $4,780.00 | $9,560.00 |
0016 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 2.000 | 4.000 | $1,485.00 | $2,970.00 | $5,940.00 |
Subtotals For Category 0100/ROADWAY | $26,425.07 | $180,323.52 | ||||||||
Fed/State Project Number: SBR-144C(157)SB | Project: 28177(04) | Category: 0200/BRIDGE A | ||||||||
0017 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 89.870 | $180.00 | $0.00 | $16,176.60 | |
0018 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $24,000.00 | $0.00 | $24,000.00 | |
0019 | APPROACH SLAB | 504(A) 1304 | SY | 229.200 | 229.200 | 229.200 | $215.00 | $0.00 | $49,278.00 | |
0020 | SAW-CUT GROOVING | 504(B) 1305 | SY | 772.800 | 772.800 | 772.800 | $7.00 | $0.00 | $5,409.60 | |
0021 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 41.000 | 41.000 | 41.000 | $284.00 | $0.00 | $11,644.00 | |
0022 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 423.800 | 423.800 | 423.800 | $80.00 | $0.00 | $33,904.00 | |
0023 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,040.000 | 1,040.000 | 1,043.000 | $10.00 | $0.00 | $10,430.00 | |
0024 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $2,260.00 | $0.00 | $18,080.00 | |
0025 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 16.000 | 16.000 | 16.000 | $2,375.00 | $0.00 | $38,000.00 | |
0026 | CLASS AA CONCRETE | 509(A) 1326 | CY | 161.600 | 161.600 | 0.000 | 161.600 | $800.00 | $0.00 | $129,280.00 |
0027 | CLASS A CONCRETE | 509(B) 1328 | CY | 47.800 | 47.800 | 47.800 | $675.00 | $0.00 | $32,265.00 | |
0028 | REINFORCING STEEL | 511(A) 1332 | LB | 2,520.000 | 2,520.000 | 2,520.000 | $0.90 | $0.00 | $2,268.00 | |
0029 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 40,990.000 | 40,990.000 | 40,990.000 | $1.05 | $0.00 | $43,039.50 | |
0030 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $66,000.00 | $0.00 | $66,000.00 | |
0031 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 474.000 | 474.000 | 474.000 | 474.000 | $4.00 | $1,896.00 | $1,896.00 |
0032 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 75.000 | 75.000 | 17.000 | 17.000 | $33.00 | $561.00 | $561.00 |
0033 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 6.000 | 6.000 | 0.000 | $46.00 | $0.00 | $0.00 | |
0034 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 20.000 | 20.000 | 22.170 | $480.00 | $0.00 | $10,641.60 | |
0035 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 193.000 | 193.000 | 193.000 | 193.000 | $3.50 | $675.50 | $675.50 |
0036 | SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0037 | (SP)E-GLASS FIBER-REINFORCED POLYMER | 524(B) 6710 | SF | 505.000 | 505.000 | 17.000 | 522.000 | $90.00 | $1,530.00 | $46,980.00 |
0038 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 620.000 | 620.000 | 356.940 | $53.00 | $0.00 | $18,917.82 | |
0039 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
Subtotals For Category 0200/BRIDGE A | $4,662.50 | $614,446.62 | ||||||||
Fed/State Project Number: SBR-144C(157)SB | Project: 28177(04) | Category: 0300/TRAFFIC | ||||||||
0040 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 90.000 | 90.000 | 7.000 | 148.000 | $290.00 | $2,030.00 | $42,920.00 |
0041 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 10,464.000 | 10,464.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0042 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 270.000 | 270.000 | 152.000 | $29.00 | $0.00 | $4,408.00 | |
0043 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,720.000 | 1,720.000 | 1,720.000 | $30.00 | $0.00 | $51,600.00 | |
0044 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,065.000 | 1,065.000 | 875.000 | $3.50 | $0.00 | $3,062.50 | |
0045 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.700 | $21,000.00 | $0.00 | $14,700.00 | |
Subtotals For Category 0300/TRAFFIC | $2,030.00 | $116,690.50 | ||||||||
Fed/State Project Number: SBR-144C(157)SB | Project: 28177(04) | Category: 0600/STAKING | ||||||||
0046 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 0.900 | $6,000.00 | $0.00 | $5,400.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $5,400.00 | ||||||||
Fed/State Project Number: SBR-144C(157)SB | Project: 28177(04) | Category: 0640/CONSTRUCTION | ||||||||
0047 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $19,000.00 | $0.00 | $19,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $19,000.00 | ||||||||
Subtotals For Project SBR-144C(157)SB /28177(04) | $33,117.57 | $935,860.64 |