| Contract ID: | 110515 | Estimate Number: | 0017 , Final | Spec Year: | 2009 | |||
| Primary JP: | 20622(05) | Residency: | TETRA TECH (08002) | Contract No: | 710694 | |||
| Date Created: | 06/13/2013 | Contractor FEI: | 420805868 | Account No: | 434800 |
| Project Number(s): | CIRB-121C(109)RB | ||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD: OVER SPAVINAW CREEK, 4.6 MILES NORTH AND 3.9 MILES WEST OF COLCORD. PROJECT LENGTH = 0.568 MILES. | ||||||||
| Primary County: | DELAWARE | ||||||||
| Name of Road: | COUNTY ROAD | ||||||||
| Prime Contractor: | A. M. COHRON & SON, INC. | Time Charged: | 210.00 | ||||||
| 62180 GREAT RIVER ROAD | Time Allowed: | 210.00 | |||||||
| ATLANTIC , IA 50022 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $1,316,787.18 | Payable This Statement: | $179.83 |
| 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. |
| A. M. COHRON & SON, INC. |
| _________________________________________________ |
| 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: | 110515 | Estimate Number: | 0017 | Contract No: | 710694 | |||
| Residency: | TETRA TECH (08002) | Estimate Type: | Final | Account No: | 434800 | |||
| Project Number(s): | CIRB-121C(109)RB | ||||||||||||
| Primary Job Piece No: | 20622(05) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD: OVER SPAVINAW CREEK, 4.6 MILES NORTH AND 3.9 MILES WEST OF COLCORD. PROJECT LENGTH = 0.568 MILES. | ||||||||||||
| Primary County: | DELAWARE | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | A. M. COHRON & SON, INC. | ||||||||||||
| 62180 GREAT RIVER ROAD | |||||||||||||
| ATLANTIC , IA 50022 | |||||||||||||
| Surety Company: | UNITED FIRE & CASUALTY CO. | ||||||||||||
| Date Let: | 11/17/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 12/01/2012 TO 06/13/2013 |
| Date Awarded: | 12/05/2011 | Date Work Began: | 03/05/2012 | Original Contract Time: | 210 |
| Date Contract Executed: | 12/15/2011 | Date Time Stopped: | 12/18/2012 | Current Time Charged: | 210.00 |
| Date NTP Issued: | 01/23/2012 | Completion Date: | 12/18/2012 | Current Time Allowed: | 210.00 |
| General Liability Expires: | 07/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | ||||
| Current Contract Amount: | $1,316,787.12 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $1,328,040.72 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 100 % | Non Participating: | $1,316,787.18 | $1,316,607.35 | $179.83 | ||
| Funds Available: | $-0.06 | Total Earnings: | $1,316,787.18 | $1,316,607.35 | $179.83 | ||
| Unearned Balance: | $11,253.54 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $1,316,787.18 | $1,316,607.35 | $179.83 | ||||
| Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,316,787.18 | $1,316,607.35 | $179.83 | ||||
| Contract ID: | 110515 | Estimate Number: | 0017 | Primary JP: | 20622(05) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | deduction for construction | Approved | 06/08/2012 | 0.0 | $-500.00 |
| 002 | Steel quantity error | Approved | 08/06/2012 | 0.0 | $-10,932.48 |
| 003 | FQCO | Approved | 06/13/2013 | 0.0 | $178.88 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20622(05) | 0027 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-61,833.69 |
| 20622(05) | 0027 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $61,833.69 |
| 20622(05) | 0031 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0007 | $-7,727.40 |
| 20622(05) | 0031 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $7,727.40 | 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. | Subtotals For Liquidated Damages | $ | |||||||
| 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 |
| 20622(05) | 0004 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0015 | 0.50 | $7,593.20 | $3,796.60 |
| 20622(05) | 0004 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0016 | 0.00 | $0.00 | $-3,796.60 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 110515 | Estimate Number: | 0017 | Primary JP: | 20622(05) | |||
| 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: CIRB-121C(109)RB | Project: 20622(05) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,313.61 | $0.00 | $5,313.61 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 8,444.000 | 8,444.000 | 8,444.000 | $3.50 | $0.00 | $29,554.00 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,955.000 | 2,955.000 | -242.880 | 2,955.000 | $10.66 | $-2,589.10 | $31,500.30 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $7,593.20 | $0.00 | $7,593.20 |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 5,227.000 | 4,970.000 | 4,970.000 | $1.85 | $0.00 | $9,194.50 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 385.000 | 203.000 | 203.000 | $8.95 | $0.00 | $1,816.85 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,365.000 | 14,890.750 | -0.003 | 14,890.750 | $1.55 | $-0.00 | $23,080.67 |
| 0008 | SEEDING METHOD A | 232(A) 2813 | AC | 1.300 | 0.000 | 0.000 | $795.00 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.300 | 0.000 | 0.000 | $795.00 | $0.00 | $0.00 | |
| 0010 | OPEN-GRADED BITUMINOUS BASE | 319(A) 5190 | SY | 1,719.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,101.000 | 2,217.450 | 2,217.450 | $28.50 | $0.00 | $63,197.33 | |
| 0012 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 1,657.000 | 1,845.680 | 1,845.680 | $28.25 | $0.00 | $52,140.47 | |
| 0013 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 0.000 | 0.000 | $286.67 | $0.00 | $0.00 | |
| 0014 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 1,257.000 | 1,197.510 | 1,197.510 | $40.21 | $0.00 | $48,151.88 | |
| 0015 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 419.000 | 377.730 | 377.730 | $34.65 | $0.00 | $13,088.35 | |
| 0016 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 136.000 | 144.000 | 144.000 | $31.16 | $0.00 | $4,487.04 | |
| 0017 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 82.000 | 82.000 | 82.000 | $25.45 | $0.00 | $2,086.90 | |
| 0018 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 4.000 | 4.000 | 4.000 | $528.60 | $0.00 | $2,114.40 | |
| 0019 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0760 | EA | 2.000 | 2.000 | 2.000 | $256.94 | $0.00 | $513.88 | |
| 0020 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 1.000 | $110.00 | $0.00 | $110.00 | |
| 0021 | MAILBOX | 629(C) 4960 | EA | 1.000 | 1.000 | 1.000 | $55.00 | $0.00 | $55.00 | |
| 0022 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.000 | 10.000 | 10.000 | $12.50 | $0.00 | $125.00 | |
| 0023 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 24.000 | 20.000 | -4.000 | 20.000 | $8.50 | $-34.00 | $170.00 |
| 0024 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| 8011 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 205.920 | 0.000 | 205.920 | $50.13 | $0.00 | $10,322.77 |
| 8012 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 0.000 | 2,197.340 | 2,197.340 | $2.84 | $0.00 | $6,240.45 | |
| Subtotals For Category 0100/ROADWAY | $-2,623.10 | $318,356.60 | ||||||||
| Fed/State Project Number: CIRB-121C(109)RB | Project: 20622(05) | Category: 0200/BRIDGE | ||||||||
| 0025 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 86.000 | 86.000 | 86.000 | $14.15 | $0.00 | $1,216.90 | |
| 0026 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 68.000 | 68.000 | 68.000 | $22.00 | $0.00 | $1,496.00 | |
| 0027 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,177.000 | 1,177.000 | 1,177.000 | $202.50 | $0.00 | $238,342.50 | |
| 0028 | APPROACH SLAB | 504(A) 1304 | SY | 118.000 | 118.000 | 118.000 | $145.65 | $0.00 | $17,186.70 | |
| 0029 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 67.000 | 67.000 | 67.000 | $204.37 | $0.00 | $13,692.79 | |
| 0030 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 665.170 | 665.170 | 665.170 | $45.00 | $0.00 | $29,932.66 | |
| 0031 | STRUCTURAL STEEL | 506(A) 1322 | LB | 8,660.000 | 8,660.000 | 8,660.000 | $3.04 | $0.00 | $26,326.40 | |
| 0032 | CLASS AA CONCRETE | 509(A) 1326 | CY | 228.000 | 228.000 | 228.000 | $425.00 | $0.00 | $96,900.00 | |
| 0033 | CLASS A CONCRETE | 509(B) 1328 | CY | 135.000 | 135.000 | 135.000 | $395.00 | $0.00 | $53,325.00 | |
| 0034 | REINFORCING STEEL | 511(A) 1332 | LB | 62,248.000 | 66,476.000 | 66,476.000 | $0.82 | $0.00 | $54,510.32 | |
| 0035 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 267.000 | 267.000 | 267.000 | $32.60 | $0.00 | $8,704.20 | |
| 0036 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 267.000 | 247.420 | 0.001 | 247.420 | $5.75 | $0.01 | $1,422.67 |
| 0037 | (PL)PILOT HOLES | 514(K) 6260 | LF | 105.000 | 95.500 | 95.500 | $315.51 | $0.00 | $30,131.21 | |
| 0038 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 160.000 | 160.000 | 160.000 | $1,050.00 | $0.00 | $168,000.00 | |
| 0039 | DRILLED SHAFTS 42" DIAMETER | 516(A) 6093 | LF | 52.000 | 52.000 | 52.000 | $1,171.37 | $0.00 | $60,911.24 | |
| 0040 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,498.000 | 1,423.110 | 2.000 | 1,423.110 | $40.21 | $80.42 | $57,223.25 |
| 0041 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 749.000 | 702.140 | 702.140 | $34.65 | $0.00 | $24,329.16 | |
| 0042 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $10,500.00 | $0.00 | $10,500.00 | |
| 0043 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 231.300 | 231.300 | 231.300 | $21.75 | $0.00 | $5,030.78 | |
| 0044 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,665.00 | $0.00 | $10,660.00 | |
| 8013 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $262.80 | $0.00 | $262.80 | |
| 8090 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-500.00 | $0.00 | $-500.00 | |
| Subtotals For Category 0200/BRIDGE | $80.43 | $909,604.58 | ||||||||
| Fed/State Project Number: CIRB-121C(109)RB | Project: 20622(05) | Category: 0600/STAKING | ||||||||
| 0045 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $11,600.00 | $1,160.00 | $11,600.00 |
| Subtotals For Category 0600/STAKING | $1,160.00 | $11,600.00 | ||||||||
| Fed/State Project Number: CIRB-121C(109)RB | Project: 20622(05) | Category: 0640/CONSTRUCTION | ||||||||
| 0046 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $6,250.00 | $1,562.50 | $6,250.00 |
| 0047 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $5,800.00 | $0.00 | $5,800.00 | |
| 0048 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $64,000.00 | $0.00 | $64,000.00 | |
| 8010 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $1,176.00 | $0.00 | $1,176.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $1,562.50 | $77,226.00 | ||||||||
| Subtotals For Project CIRB-121C(109)RB /20622(05) | $179.83 | $1,316,787.18 | ||||||||