| Contract ID: | 090386 | Estimate Number: | 0019 , Final | Spec Year: | 1999 | |||
| Primary JP: | 25031(04) | Residency: | TULSA (08100) | Contract No: | 411313 | |||
| Date Created: | 05/06/2011 | Contractor FEI: | 731576732 | Account No: | 432800 |
| Project Number(s): | BRO-STIM(185)CO | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE CITY STREET (CINCINNATI AVE.): OVER DELAWARE CREEK, 0.5 MILE SOUTH OF 86TH STREET, IN THE CITY OF TULSA. PROJECT LENGTH = 0.275 MILES. | ||||||||
| Primary County: | TULSA | ||||||||
| Name of Road: | CITY STREET | ||||||||
| Prime Contractor: | PARADIGM CONSTRUCTION & ENGINEERING, INC | Time Charged: | 376.00 | ||||||
| P.O. BOX 700239 | Time Allowed: | 432.00 | |||||||
| TULSA , OK 74170-0239 | Percent Time: | 87.04 % | |||||||
| Paid To Date: | $1,258,664.07 | 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. |
| PARADIGM CONSTRUCTION & ENGINEERING, 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: | 090386 | Estimate Number: | 0019 | Contract No: | 411313 | |||
| Residency: | TULSA (08100) | Estimate Type: | Final | Account No: | 432800 | |||
| Project Number(s): | BRO-STIM(185)CO | ||||||||||||
| Primary Job Piece No: | 25031(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE CITY STREET (CINCINNATI AVE.): OVER DELAWARE CREEK, 0.5 MILE SOUTH OF 86TH STREET, IN THE CITY OF TULSA. PROJECT LENGTH = 0.275 MILES. | ||||||||||||
| Primary County: | TULSA | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | PARADIGM CONSTRUCTION & ENGINEERING, INC | ||||||||||||
| P.O. BOX 700239 | |||||||||||||
| TULSA , OK 74170-0239 | |||||||||||||
| Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
| Date Let: | 05/14/2009 | NTP Effective Date: | 08/03/2009 | Pay Period: | 01/01/2011 TO 04/06/2011 |
| Date Awarded: | 05/19/2009 | Date Work Began: | 08/03/2009 | Original Contract Time: | 180 |
| Date Contract Executed: | 06/03/2009 | Date Time Stopped: | 08/13/2010 | Current Time Charged: | 376.00 |
| Date NTP Issued: | 06/05/2009 | Completion Date: | 08/13/2010 | Current Time Allowed: | 432.00 |
| General Liability Expires: | 02/11/2012 | Workman's Comp Expires: | 07/01/2011 | Percent Time Used: | 87.04 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $1,258,664.07 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $1,251,759.85 | Participating: | $1,245,752.88 | $1,240,373.73 | $5,379.15 | ||
| Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $0.00 | Non ARRA: | $12,911.19 | $12,911.19 | $0.00 | ||
| Unearned Balance: | $-6,904.22 | Total Earnings: | $1,258,664.07 | $1,253,284.92 | $5,379.15 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $1,258,664.07 | $1,253,284.92 | $5,379.15 | ||||
| Other Adjustments: | $0.00 | $5,379.15 | $-5,379.15 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,258,664.07 | $1,258,664.07 | $0.00 | ||||
| Contract ID: | 090386 | Estimate Number: | 0019 | Primary JP: | 25031(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Guardrail connection | Approved | 08/04/2010 | 0.0 | $-100.00 |
| 002 | Redesign of original roadway | Approved | 12/17/2010 | 56.0 | $18,132.75 |
| 003 | Final Quantity Change Order | Approved | 02/24/2011 | 0.0 | $-16,507.68 |
| 004 | Asphalt Binder Adjustment | Approved | 03/28/2011 | 0.0 | $5,379.15 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 25031(04) | 0014 | Prestressed Slab Span Panel Beam | Stockpiled Material Adjustment | 0006 | $-145,440.00 |
| 25031(04) | 0014 | Prestressed Slab Span Panel Beam | Stockpiled Material Initial Payment | 0002 | $145,440.00 |
| 25031(04) | 0032 | Prestressed Slab Span Panel Beam | Stockpiled Material Adjustment | 0006 | $-41,368.93 |
| 25031(04) | 0032 | Prestressed Slab Span Panel Beam | Stockpiled Material Initial Payment | 0002 | $41,368.93 | 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 |
| 25031(04) | 0002 | TEMPORARY BALE BARRIER | * Material Discrepancy Adjustments | 0003 | -252.50 | $5.00 | $-1,262.50 |
| 25031(04) | 0002 | TEMPORARY BALE BARRIER | * Material Discrepancy Adjustments | 0004 | 252.50 | $5.00 | $1,262.50 |
| 25031(04) | 0006 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0014 | -2,352.00 | $2.50 | $-5,880.00 |
| 25031(04) | 0006 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0017 | 2,352.00 | $2.50 | $5,880.00 |
| 25031(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $2,686.66 |
| 25031(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * Asphalt Binder Adjustment | 0018 | -116.32 | $3.65 | $-424.57 |
| 25031(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * Asphalt Binder Adjustment | 0018 | 116.32 | $1.43 | $166.34 |
| 25031(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | -116.32 | $1.43 | $-166.45 |
| 25031(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | * Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $-2,261.98 |
| 25031(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $3,117.17 |
| 25031(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $-3,117.17 |
| 25031(04) | 0011 | FABRIC REINFORCEMENT | * Material Discrepancy Adjustments | 0014 | -311.60 | $5.00 | $-1,558.00 |
| 25031(04) | 0011 | FABRIC REINFORCEMENT | * Material Discrepancy Adjustments | 0017 | 311.60 | $5.00 | $1,558.00 |
| 25031(04) | 0024 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0008 | -70.00 | $40.00 | $-2,800.00 |
| 25031(04) | 0024 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0009 | 70.00 | $40.00 | $2,800.00 |
| 25031(04) | 0029 | FABRIC REINFORCEMENT | * Material Discrepancy Adjustments | 0014 | -513.30 | $5.00 | $-2,566.50 |
| 25031(04) | 0029 | FABRIC REINFORCEMENT | * Material Discrepancy Adjustments | 0017 | 513.30 | $5.00 | $2,566.50 |
| 25031(04) | 0045 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0008 | -70.00 | $40.00 | $-2,800.00 |
| 25031(04) | 0045 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0009 | 70.00 | $40.00 | $2,800.00 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 090386 | Estimate Number: | 0019 | Primary JP: | 25031(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: BRO-STIM(185)CO | Project: 25031(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
| 0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 500.000 | 247.500 | 247.500 | $5.00 | $0.00 | $1,237.50 | |
| 0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,000.000 | 1,287.430 | 1,287.430 | $2.20 | $0.00 | $2,832.35 | |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 10,950.000 | 7,475.330 | 7,475.330 | $1.75 | $0.00 | $13,081.83 | |
| 0005 | AGGREGATE BASE | 303 0192 | CY | 557.600 | 732.630 | 732.630 | $52.00 | $0.00 | $38,096.76 | |
| 0006 | SEPARATOR FABRIC | 325 5271 | SY | 728.000 | 2,954.990 | 2,954.990 | $2.50 | $0.00 | $7,387.47 | |
| 0007 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | 411(S2) 5930 | TON | 596.800 | 619.550 | 0.000 | 619.550 | $75.00 | $0.00 | $46,466.25 |
| 0008 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 725.800 | 752.140 | 0.000 | 752.140 | $85.00 | $0.00 | $63,931.90 |
| 0009 | CLASS C CONCRETE | 509(D) 0325 | CY | 100.000 | 0.000 | 0.000 | $170.00 | $0.00 | $0.00 | |
| 0010 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
| 8005 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $5,379.15 | $5,379.15 | $5,379.15 |
| Subtotals For Category 0100/ROADWAY | $5,379.15 | $256,413.21 | ||||||||
| Fed/State Project Number: BRO-STIM(185)CO | Project: 25031(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0011 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 311.600 | 311.600 | 311.600 | $5.00 | $0.00 | $1,558.00 | |
| 0012 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 72.000 | 72.000 | 72.000 | $15.00 | $0.00 | $1,080.00 | |
| 0013 | CLSM BACKFILL | 501(G) 6309 | CY | 44.000 | 44.000 | 44.000 | $75.00 | $0.00 | $3,300.00 | |
| 0014 | PRESTRESSED SLAB SPAN PANEL BEAM | 503(D) 2010 | LF | 800.000 | 800.000 | 800.000 | $202.00 | $0.00 | $161,600.00 | |
| 0015 | APPROACH SLAB | 504(A) 1304 | SY | 80.700 | 80.700 | 80.700 | $158.00 | $0.00 | $12,750.60 | |
| 0016 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 204.000 | 204.000 | 204.000 | $73.00 | $0.00 | $14,892.00 | |
| 0017 | CLASS A CONCRETE | 509(B) 1328 | CY | 72.900 | 72.900 | 72.900 | $560.00 | $0.00 | $40,824.00 | |
| 0018 | REINFORCING STEEL | 511(A) 1332 | LB | 6,643.800 | 6,643.800 | 6,643.800 | $0.75 | $0.00 | $4,982.86 | |
| 0019 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 2,557.600 | 2,557.600 | 2,557.600 | $1.20 | $0.00 | $3,069.12 | |
| 0020 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 202.500 | 205.360 | 205.360 | $31.00 | $0.00 | $6,366.16 | |
| 0021 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 202.500 | 205.360 | 205.360 | $12.00 | $0.00 | $2,464.32 | |
| 0022 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 40.000 | 42.000 | 42.000 | $450.00 | $0.00 | $18,900.00 | |
| 0023 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 26.000 | 30.000 | 30.000 | $30.00 | $0.00 | $900.00 | |
| 0024 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 70.000 | 70.000 | 70.000 | $40.00 | $0.00 | $2,800.00 | |
| 0025 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 40.000 | 40.000 | 40.000 | $6.00 | $0.00 | $240.00 | |
| 0026 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $26,900.00 | $0.00 | $26,900.00 | |
| 0027 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 1418 | LF | 200.000 | 200.000 | 200.000 | $20.00 | $0.00 | $4,000.00 | |
| 0028 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,500.00 | $0.00 | $10,000.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $316,627.06 | ||||||||
| Fed/State Project Number: BRO-STIM(185)CO | Project: 25031(04) | Category: 0201/BRIDGE 'B' | ||||||||
| 0029 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 513.300 | 513.300 | 513.300 | $5.00 | $0.00 | $2,566.50 | |
| 0030 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 72.000 | 72.000 | 72.000 | $15.00 | $0.00 | $1,080.00 | |
| 0031 | CLSM BACKFILL | 501(G) 6309 | CY | 44.000 | 44.000 | 44.000 | $75.00 | $0.00 | $3,300.00 | |
| 0032 | PRESTRESSED SLAB SPAN PANEL BEAM | 503(D) 2010 | LF | 1,400.000 | 1,400.000 | 1,400.000 | $202.00 | $0.00 | $282,800.00 | |
| 0033 | APPROACH SLAB | 504(A) 1304 | SY | 80.700 | 80.700 | 80.700 | $158.00 | $0.00 | $12,750.60 | |
| 0034 | CONCRETE RAIL (TR1) | 504(E) 1380 | LF | 324.000 | 324.000 | 324.000 | $73.00 | $0.00 | $23,652.00 | |
| 0035 | CLASS A CONCRETE | 509(B) 1328 | CY | 109.000 | 109.000 | 109.000 | $550.00 | $0.00 | $59,950.00 | |
| 0036 | REINFORCING STEEL | 511(A) 1332 | LB | 9,805.300 | 9,805.300 | 9,805.300 | $0.75 | $0.00 | $7,353.97 | |
| 0037 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 5,865.000 | 5,865.000 | 5,865.000 | $1.20 | $0.00 | $7,038.00 | |
| 0038 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 580.000 | 580.000 | 580.000 | $31.00 | $0.00 | $17,980.00 | |
| 0039 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 580.000 | 576.700 | 576.700 | $12.00 | $0.00 | $6,920.40 | |
| 0040 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 331.000 | 331.500 | 331.500 | $455.00 | $0.00 | $150,832.50 | |
| 0041 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 520.000 | 520.020 | 520.020 | $32.00 | $0.00 | $16,640.64 | |
| 0042 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 180.000 | 0.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
| 0043 | FILTER FABRIC (RIPRAP) | 601(E) 6312 | SY | 550.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0044 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 283.200 | 289.500 | 289.500 | $30.00 | $0.00 | $8,685.00 | |
| 0045 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 70.000 | 70.000 | 70.000 | $40.00 | $0.00 | $2,800.00 | |
| 0046 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 40.000 | 40.000 | 40.000 | $6.00 | $0.00 | $240.00 | |
| 0047 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 1418 | LF | 200.000 | 200.000 | 200.000 | $20.00 | $0.00 | $4,000.00 | |
| 0048 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,700.00 | $0.00 | $10,800.00 | |
| Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $619,389.61 | ||||||||
| Fed/State Project Number: BRO-STIM(185)CO | Project: 25031(04) | Category: 0600/STAKING | ||||||||
| 0049 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $5,323.00 | $0.00 | $5,323.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $5,323.00 | ||||||||
| Fed/State Project Number: BRO-STIM(185)CO | Project: 25031(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0050 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0051 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $43,000.00 | $0.00 | $43,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $48,000.00 | ||||||||
| Fed/State Project Number: BRO-STIM(185)CO | Project: 25031(04) | Category: 0850/NON ARRA FUNDING | ||||||||
| 8000 | GUARD RAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 0.000 | 8.000 | 8.000 | $485.00 | $0.00 | $3,880.00 | |
| 8002 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $933.33 | $0.00 | $933.33 | |
| 8003 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 0.000 | 1.000 | 1.000 | $1,555.56 | $0.00 | $1,555.56 | |
| 8004 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $6,542.30 | $0.00 | $6,542.30 | |
| Subtotals For Category 0850/NON ARRA FUNDING | $0.00 | $12,911.19 | ||||||||
| Fed/State Project Number: BRO-STIM(185)CO | Project: 25031(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
| Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
| Subtotals For Project BRO-STIM(185)CO /25031(04) | $5,379.15 | $1,258,664.07 | ||||||||