| Contract ID: | 110517 | Estimate Number: | 0014 , Final | Spec Year: | 2009 | |||
| Primary JP: | 28177(04) | Residency: | JACOBS (AKA - CARTER-BURGESS) (03004) | Contract No: | 710663 | |||
| Date Created: | 07/09/2013 | Contractor FEI: | 731194867 | Account No: | 404300 |
| Project Number(s): | SBR-144C(157)SB | ||||||||
| Contract Description: | BRIDGE REHABILITATION SH-59: OVER FINN CREEK, 2.8 MILES WEST OF THE SH-74 JUNCTION. | ||||||||
| Primary County: | MCCLAIN | ||||||||
| Name of Road: | SH-59 | ||||||||
| Prime Contractor: | CIMARRON CONSTRUCTION COMPANY | Time Charged: | 155.00 | ||||||
| 7409 N.W. 85TH STREET | Time Allowed: | 120.00 | |||||||
| OKLAHOMA CITY , OK 73132 | Percent Time: | 129.17 % | |||||||
| Paid To Date: | $937,733.72 | Payable This Statement: | $0.00 |
| CONTRACTOR AFFIDAVIT |
| STATE OF ___________________ | ) | |
| ) § | ||
| COUNTY OF __________________ | ) |
| The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
| Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
| indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
| Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
| Further affiant sayeth not. |
| CIMARRON CONSTRUCTION COMPANY |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 110517 | Estimate Number: | 0014 | Contract No: | 710663 | |||
| Residency: | JACOBS (AKA - CARTER-BURGESS) (03004) | Estimate Type: | Final | 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 JUNCTION. | ||||||||||||
| 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: | 07/01/2013 TO 07/02/2013 |
| Date Awarded: | 12/05/2011 | Date Work Began: | 05/07/2012 | Original Contract Time: | 90 |
| Date Contract Executed: | 12/15/2011 | Date Time Stopped: | 12/15/2012 | Current Time Charged: | 155.00 |
| Date NTP Issued: | 12/21/2011 | Completion Date: | 12/15/2012 | Current Time Allowed: | 120.00 |
| General Liability Expires: | 01/01/2014 | Workman's Comp Expires: | 01/01/2014 | Percent Time Used: | 129.17 % |
| Specification Year: | 2009 | ||||
| Current Contract Amount: | $955,061.62 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $964,159.55 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 98.19 % | Non Participating: | $955,061.62 | $955,061.62 | $0.00 | ||
| Funds Available: | $17,327.90 | Total Earnings: | $955,061.62 | $955,061.62 | $0.00 | ||
| Unearned Balance: | $26,425.83 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $955,061.62 | $955,061.62 | $0.00 | ||||
| Other Adjustments: | $172.10 | $172.10 | $0.00 | ||||
| Liq Dam/Disincentive: | $-17,500.00 | $-17,500.00 | $0.00 | ||||
| TOTAL: | $937,733.72 | $937,733.72 | $0.00 | ||||
| Contract ID: | 110517 | Estimate Number: | 0014 | Primary JP: | 28177(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Final Quantity Change Order | Approved | 06/25/2013 | 0.0 | $-18,199.05 |
| 002 | Time Extensions | Approved | 06/04/2013 | 30.0 | $0.00 |
| 003 | Additional work for bearing pad contact. | Approved | 06/18/2013 | 0.0 | $9,101.12 |
| 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 |
| System Application of Liquidated Damages | 0013 | -30.0 | $500.00 | $15,000.00 | Subtotals For Liquidated Damages | $-17,500.00 |
| 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) | 0007 | PRIME COAT | * Material Discrepancy Adjustments | 0013 | 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 | $172.10 | * = 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: | 0014 | 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 | 0.000 | 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 | 1,501.000 | 1,501.000 | $3.25 | $0.00 | $4,878.25 | |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,035.000 | 2,194.440 | 2,194.440 | $4.50 | $0.00 | $9,874.98 | |
| 0005 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 590.000 | 490.690 | 490.690 | $55.00 | $0.00 | $26,987.95 | |
| 0006 | TACK COAT | 407(B) 0250 | GAL | 207.000 | 400.000 | 400.000 | $2.90 | $0.00 | $1,160.00 | |
| 0007 | PRIME COAT | 408 5774 | GAL | 122.000 | 50.000 | 50.000 | $13.00 | $0.00 | $650.00 | |
| 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 359.000 | 253.960 | 253.960 | $88.00 | $0.00 | $22,348.48 | |
| 0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 538.000 | 640.290 | 640.290 | $93.00 | $0.00 | $59,546.97 | |
| 0010 | COLD MILLING PAVEMENT | 412 5267 | SY | 2,537.000 | 1,895.000 | 1,895.000 | $4.25 | $0.00 | $8,053.75 | |
| 0011 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.000 | 1.780 | 1.780 | $250.00 | $0.00 | $445.00 | |
| 0012 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
| 0013 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,582.000 | 1,523.000 | 1,523.000 | $4.00 | $0.00 | $6,092.00 | |
| 0014 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 650.000 | 650.000 | 650.000 | $17.00 | $0.00 | $11,050.00 | |
| 0015 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,390.00 | $0.00 | $9,560.00 | |
| 0016 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,485.00 | $0.00 | $5,940.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $179,587.38 | ||||||||
| Fed/State Project Number: SBR-144C(157)SB | Project: 28177(04) | Category: 0200/BRIDGE A | ||||||||
| 0017 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 92.000 | 92.000 | $180.00 | $0.00 | $16,560.00 | |
| 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 | 1,040.000 | $10.00 | $0.00 | $10,400.00 | |
| 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 | 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 | $4.00 | $0.00 | $1,896.00 | |
| 0032 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 75.000 | 17.000 | 17.000 | $33.00 | $0.00 | $561.00 | |
| 0033 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 6.000 | 0.000 | 0.000 | $46.00 | $0.00 | $0.00 | |
| 0034 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 20.000 | 22.170 | 22.170 | $480.00 | $0.00 | $10,641.60 | |
| 0035 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 193.000 | 193.000 | 193.000 | $3.50 | $0.00 | $675.50 | |
| 0036 | SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 3.000 | $115.00 | $0.00 | $345.00 | |
| 0037 | (SP)E-GLASS FIBER-REINFORCED POLYMER | 524(B) 6710 | SF | 505.000 | 522.040 | 522.040 | $90.00 | $0.00 | $46,983.60 | |
| 0038 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 620.000 | 356.940 | 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 | |
| 8001 | (PL)REPAIR BRIDGE ITEMS | 540 4505 | EA | 0.000 | 16.000 | 16.000 | $568.82 | $0.00 | $9,101.12 | |
| Subtotals For Category 0200/BRIDGE A | $0.00 | $624,249.74 | ||||||||
| 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 | 148.000 | 148.000 | $290.00 | $0.00 | $42,920.00 | |
| 0041 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 10,464.000 | 4,312.000 | 4,312.000 | $0.75 | $0.00 | $3,234.00 | |
| 0042 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 270.000 | 152.000 | 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 | 875.000 | 875.000 | $3.50 | $0.00 | $3,062.50 | |
| 0045 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $21,000.00 | $0.00 | $21,000.00 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $126,224.50 | ||||||||
| 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 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $6,000.00 | ||||||||
| 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) | $0.00 | $955,061.62 | ||||||||