| Contract ID: | 090323 | Estimate Number: | 0061 , Final | Spec Year: | 1999 | |||
| Primary JP: | 20900(05) | Residency: | SALLISAW (01200) | Contract No: | 411159 | |||
| Date Created: | 07/29/2013 | Contractor FEI: | 420945831A | Account No: | 400100 |
| Project Number(s): | IM-STIM(001) | ||||||||
| Contract Description: | PAVEMENT REHABILITATION AND BRIDGE I-40: FROM MILE MARKER 281.67 TO 288.22. PROJECT LENGTH = 4.998 MILES. | ||||||||
| Primary County: | MUSKOGEE | ||||||||
| Name of Road: | I-40 | ||||||||
| Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 1034.00 | ||||||
| P.O. BOX 3788 | Time Allowed: | 1181.00 | |||||||
| EDMOND , OK 73083 | Percent Time: | 87.55 % | |||||||
| Paid To Date: | $32,975,379.69 | 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. |
| DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV |
| _________________________________________________ |
| 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: | 090323 | Estimate Number: | 0061 | Contract No: | 411159 | |||
| Residency: | SALLISAW (01200) | Estimate Type: | Final | Account No: | 400100 | |||
| Project Number(s): | IM-STIM(001) | ||||||||||||
| Primary Job Piece No: | 20900(05) | ||||||||||||
| Contract Description: | PAVEMENT REHABILITATION AND BRIDGE I-40: FROM MILE MARKER 281.67 TO 288.22. PROJECT LENGTH = 4.998 MILES. | ||||||||||||
| Primary County: | MUSKOGEE | ||||||||||||
| Name of Road: | I-40 | ||||||||||||
| Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
| P.O. BOX 3788 | |||||||||||||
| EDMOND , OK 73083 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 05/11/2013 TO 07/29/2013 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 600 |
| Date Contract Executed: | 04/03/2009 | Date Time Stopped: | 03/30/2012 | Current Time Charged: | 1034.00 |
| Date NTP Issued: | 04/07/2009 | Completion Date: | 03/30/2012 | Current Time Allowed: | 1181.00 |
| General Liability Expires: | 03/01/2014 | Workman's Comp Expires: | 03/01/2014 | Percent Time Used: | 87.55 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $32,998,719.88 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $33,928,747.71 | Participating: | $32,572,153.42 | $32,572,153.42 | $0.00 | ||
| Percent Complete: | 99.93 % | Non Participating: | $6,000.00 | $6,000.00 | $0.00 | ||
| Funds Available: | $23,340.19 | Non ARRA: | $370,129.20 | $370,129.20 | $0.00 | ||
| Unearned Balance: | $953,368.02 | Total Earnings: | $32,948,282.62 | $32,948,282.62 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $32,948,282.62 | $32,948,282.62 | $0.00 | ||||
| Other Adjustments: | $-17,902.93 | $-17,902.93 | $0.00 | ||||
| Liq Dam/Disincentive: | $45,000.00 | $45,000.00 | $0.00 | ||||
| TOTAL: | $32,975,379.69 | $32,975,379.69 | $0.00 | ||||
| Contract ID: | 090323 | Estimate Number: | 0061 | Primary JP: | 20900(05) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Special Provision 108-STIM01(a-f)99 Update | Approved | 06/02/2009 | 0.0 | $0.00 |
| 002 | Increase Contract time due to Add Alternate bid/award | Approved | 08/14/2009 | 200.0 | $0.00 |
| 003 | Removal of Headwalls to facilitate extending existing RCB's | Approved | 11/25/2009 | 0.0 | $12,791.80 |
| 004 | Rip-Rap, Adjust Slopes, Add'l Drainage, Traf Lighting | Approved | 04/05/2011 | 0.0 | $349,159.03 |
| 005 | Binder, Smoothness, Additional Items | Approved | 11/07/2011 | 0.0 | $350,352.92 |
| 006 | Final Quantity Change Order | Approved | 07/26/2013 | 0.0 | $-1,642,331.58 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-8,312.72 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $27,645.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $28,130.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-8,797.72 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $29,100.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-9,767.72 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $47,530.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-28,197.72 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-21,898.09 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-76.70 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $21,974.79 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $5,911.09 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-5,911.09 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,004.32 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $29,809.89 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-7,805.57 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,004.32 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-7,805.57 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $29,809.89 |
| 20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0023 | $-27,746.35 |
| 20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0022 | $-63,784.58 |
| 20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Initial Payment | 0015 | $91,530.93 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0024 | $-7,571.07 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0026 | $-8,819.32 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0033 | $-16,729.62 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0033 | $-7,876.82 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0034 | $-15,960.84 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0035 | $-9,282.34 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0035 | $-33,120.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $31,463.93 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $29,808.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $8,832.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,119.66 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,002.93 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-9,461.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-29,808.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-8,832.00 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-10,498.34 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0024 | $-22,621.32 |
| 20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0024 | $-33,120.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0021 | $-18,148.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-2,697.70 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-6,006.79 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,111.45 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,816.38 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,691.17 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,852.50 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $27,086.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,852.50 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,619.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0044 | $-14,010.00 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0030 | $-12,842.50 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-7,352.96 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0029 | $-16,314.29 |
| 20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0030 | $-3,418.75 |
| 20900(05) | 0025 | Stockpiled Material Closure | 0059 | $-0.01 | |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $17,009.60 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $47,000.62 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $6,790.71 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $51,683.09 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $25,573.24 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-30,455.41 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-17,009.60 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-47,000.62 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-6,790.71 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-51,683.09 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-25,573.24 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $40,608.15 |
| 20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0023 | $-10,152.73 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Initial Payment | 0006 | $14,697.00 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Initial Payment | 0018 | $33,489.37 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0027 | $-14,697.00 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0027 | $-2,385.00 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0029 | $-198.75 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0040 | $-3,975.00 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0042 | $-20,769.37 |
| 20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0043 | $-6,161.25 |
| 20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Initial Payment | 0018 | $9,354.48 |
| 20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Adjustment | 0042 | $-4,677.24 |
| 20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Adjustment | 0027 | $-3,118.16 |
| 20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Adjustment | 0043 | $-1,559.08 |
| 20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0042 | $-285.86 |
| 20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0018 | $1,000.51 |
| 20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0027 | $-428.79 |
| 20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0040 | $-285.86 |
| 20900(05) | 0046 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0027 | $-1,330.74 |
| 20900(05) | 0046 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Initial Payment | 0018 | $3,326.85 |
| 20900(05) | 0046 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0042 | $-1,996.11 |
| 20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0042 | $-9,453.72 |
| 20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0027 | $-6,318.00 |
| 20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0043 | $-1,575.62 |
| 20900(05) | 0047 | GET | Stockpiled Material Initial Payment | 0018 | $15,756.20 |
| 20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0027 | $-1,575.62 |
| 20900(05) | 0047 | GET | Stockpiled Material Initial Payment | 0006 | $6,318.00 |
| 20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0040 | $-3,151.24 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0020 | $72,394.56 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0032 | $-5,644.80 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Closure | 0052 | $-1,646.52 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0045 | $-3,757.32 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0043 | $-9,105.18 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0042 | $-4,940.67 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0040 | $-8,620.08 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0038 | $-2,268.21 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0037 | $-7,207.41 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0035 | $-6,387.15 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0033 | $-9,722.58 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0031 | $-2,565.15 |
| 20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0030 | $-10,529.49 |
| 20900(05) | 0084 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Adjustment | 0042 | $-6,161.25 |
| 20900(05) | 0084 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Initial Payment | 0018 | $6,161.25 |
| 20900(05) | 0085 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0027 | $-142.93 |
| 20900(05) | 0085 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0018 | $142.93 |
| 20900(05) | 0086 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0042 | $-1,330.74 |
| 20900(05) | 0086 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Initial Payment | 0018 | $1,996.11 |
| 20900(05) | 0086 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0027 | $-665.37 |
| 20900(05) | 0087 | GET | Stockpiled Material Initial Payment | 0018 | $3,151.24 |
| 20900(05) | 0087 | GET | Stockpiled Material Adjustment | 0042 | $-3,151.24 |
| 20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0044 | $-6,342.70 |
| 20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0029 | $-1,193.67 |
| 20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Closure | 0052 | $-1,051.86 |
| 20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0020 | $19,023.34 |
| 20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0045 | $-2,585.87 |
| 20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0027 | $-7,849.24 |
| 20900(05) | 0114 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $214,707.92 |
| 20900(05) | 0114 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0033 | $-214,707.92 |
| 20900(05) | 0121 | REBAR-GR60 | Stockpiled Material Initial Payment | 0029 | $1,229.07 |
| 20900(05) | 0121 | REBAR-GR60 | Stockpiled Material Adjustment | 0030 | $-873.21 |
| 20900(05) | 0121 | REBAR-GR60 | Stockpiled Material Adjustment | 0032 | $-355.86 |
| 20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0029 | $19,868.31 |
| 20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0033 | $-3,284.95 |
| 20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0030 | $-8,993.08 |
| 20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0032 | $-7,590.28 |
| 20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $12,724.50 |
| 20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Adjustment | 0032 | $-12,724.50 |
| 20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $3,667.65 |
| 20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Adjustment | 0032 | $-3,667.65 |
| 20900(05) | 0127 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0030 | $-14,810.64 |
| 20900(05) | 0127 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0029 | $14,810.64 |
| 20900(05) | 0139 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0019 | $-53,663.51 |
| 20900(05) | 0139 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $53,663.51 |
| 20900(05) | 0140 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0022 | $-8,306.81 |
| 20900(05) | 0140 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $8,306.81 |
| 20900(05) | 0142 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $8,099.62 |
| 20900(05) | 0142 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0023 | $-8,042.43 |
| 20900(05) | 0142 | RSTL EPXY (AML)(IA) | Stockpiled Material Closure | 0052 | $-57.19 |
| 20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $43,676.78 |
| 20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Closure | 0052 | $-2,320.71 |
| 20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-41,356.07 |
| 20900(05) | 0148 | Piles, Furnished (HP 12x53) | Stockpiled Material Adjustment | 0017 | $-17,290.35 |
| 20900(05) | 0148 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $17,290.35 | 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 |
| 20900(05) | 0014 | (SP)FLY ASH | * | 0026 | -0.31 | $43.18 | $-13.39 |
| 20900(05) | 0014 | (SP)FLY ASH | * | 0031 | -2.37 | $43.18 | $-102.34 |
| 20900(05) | 0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | * | 0026 | -0.73 | $17.78 | $-12.98 |
| 20900(05) | 0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | * | 0027 | -0.10 | $17.78 | $-1.78 |
| 20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $2,458.86 |
| 20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 117.35 | $2.47 | $290.37 |
| 20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0042 | 508.45 | $3.07 | $1,563.18 |
| 20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0043 | 183.20 | $3.07 | $563.23 |
| 20900(05) | 0022 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | * PCCP Deduction as per Sec. 414 | 0059 | -17,759.75 | $1.00 | $-17,759.75 |
| 20900(05) | 0066 | TRAFFIC BOUND SURFACE COURSE TYPE E | * | 0026 | -0.55 | $17.78 | $-9.78 |
| 20900(05) | 0068 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $83.23 |
| 20900(05) | 0068 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0042 | 155.67 | $3.07 | $478.59 |
| 20900(05) | 0070 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | * PCCP Deduction as per Sec. 414 | 0059 | -5,440.37 | $1.00 | $-5,440.37 | Subtotals For Line Item Adjustments | $-17,902.93 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | TIME 'B' BID | 05/30/2009 | 03/28/2011 | 675.00 DYS | $5,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | User ent Milestone Inc/Dis | 0044 | $45,000.00 | Subtotals For Milestones | $45,000.00 |
| Contract ID: | 090323 | Estimate Number: | 0061 | Primary JP: | 20900(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: IM-STIM(001) | Project: 20900(05) | Category: 0100/ROADWAY | ||||||||
| 0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $1,750,000.00 | $0.00 | $1,750,000.00 | |
| 0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $49,721.00 | $0.00 | $49,721.00 | |
| 0003 | TEMPORARY BALE BARRIER | 222 2801 | LF | 2,648.000 | 66.000 | 66.000 | $2.13 | $0.00 | $140.58 | |
| 0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,000.000 | 7,121.000 | 7,121.000 | $1.28 | $0.00 | $9,114.88 | |
| 0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 10.000 | 10.000 | 10.000 | $53.25 | $0.00 | $532.50 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,648.000 | 392.000 | 392.000 | $6.39 | $0.00 | $2,504.88 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 226,250.000 | 188,972.490 | 188,972.490 | $1.38 | $0.00 | $260,782.04 | |
| 0008 | SEEDING METHOD B | 232(B) 2814 | AC | 46.770 | 0.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 46.770 | 21.550 | 21.550 | $266.25 | $0.00 | $5,737.69 | |
| 0010 | MOWING | 241 2832 | AC | 460.000 | 228.110 | 228.110 | $31.95 | $0.00 | $7,288.12 | |
| 0011 | AGGREGATE BASE | 303 0192 | CY | 68,650.000 | 68,934.920 | 68,934.920 | $25.00 | $0.00 | $1,723,373.00 | |
| 0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 344,828.000 | 281,687.470 | 281,687.470 | $9.25 | $0.00 | $2,605,609.11 | |
| 0013 | SEPARATOR FABRIC | 325 5271 | SY | 344,560.000 | 339,473.010 | 339,473.010 | $1.12 | $0.00 | $380,209.77 | |
| 0014 | (SP)FLY ASH | 327(A) 4200 | TON | 17,627.100 | 14,958.030 | 14,958.030 | $43.18 | $0.00 | $645,887.73 | |
| 0015 | (SP)LIME | 327(D) 4230 | TON | 2,570.600 | 489.450 | 489.450 | $158.08 | $0.00 | $77,372.26 | |
| 0016 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 408,037.000 | 346,381.860 | 346,381.860 | $1.95 | $0.00 | $675,444.67 | |
| 0017 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 142,814.000 | 30,131.100 | 30,131.100 | $0.75 | $0.00 | $22,598.33 | |
| 0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 37,098.000 | 36,064.660 | 36,064.660 | $17.78 | $0.00 | $641,229.65 | |
| 0019 | PRIME COAT | 408 5774 | GAL | 133,157.000 | 2,781.210 | 2,781.210 | $1.00 | $0.00 | $2,781.21 | |
| 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,277.700 | 1,278.750 | 1,278.750 | $63.90 | $0.00 | $81,712.14 | |
| 0021 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 105,267.000 | 104,629.000 | 104,629.000 | $0.28 | $0.00 | $29,296.12 | |
| 0022 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 141,888.000 | 139,657.710 | 139,657.710 | $10.50 | $0.00 | $1,466,406.01 | |
| 0023 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 187,609.000 | 183,527.960 | 183,527.960 | $13.00 | $0.00 | $2,385,863.48 | |
| 0024 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 3,500.000 | 3,868.390 | 3,868.390 | $135.00 | $0.00 | $522,232.65 | |
| 0025 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 91,327.300 | 92,225.800 | 92,225.800 | $75.00 | $0.00 | $6,916,935.00 | |
| 0026 | COLD MILLING PAVEMENT | 417 5267 | SY | 16,883.000 | 10,977.640 | 10,977.640 | $3.10 | $0.00 | $34,030.68 | |
| 0027 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 18.000 | 70.620 | 70.620 | $15.98 | $0.00 | $1,128.51 | |
| 0028 | CLASS A CONCRETE | 509(B) 0321 | CY | 9.500 | 190.320 | 190.320 | $585.75 | $0.00 | $111,479.96 | |
| 0029 | CLASS C CONCRETE | 509(D) 0325 | CY | 173.700 | 27.850 | 27.850 | $292.88 | $0.00 | $8,156.71 | |
| 0030 | REINFORCING STEEL | 511(A) 0332 | LB | 1,160.000 | 22,223.180 | 22,223.180 | $2.27 | $0.00 | $50,446.62 | |
| 0031 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 3,120.000 | 2,863.000 | 2,863.000 | $16.00 | $0.00 | $45,808.00 | |
| 0032 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 416.000 | 402.000 | 402.000 | $20.25 | $0.00 | $8,140.50 | |
| 0033 | 48" CORR. GALV. STEEL PIPE | 613(D) 0694 | LF | 18.000 | 18.000 | 18.000 | $42.53 | $0.00 | $765.54 | |
| 0034 | 60" CORR. GALV. STEEL PIPE | 613(D) 0696 | LF | 216.000 | 176.000 | 176.000 | $54.06 | $0.00 | $9,514.56 | |
| 0035 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 1,827.000 | 1,749.000 | 1,749.000 | $16.34 | $0.00 | $28,578.66 | |
| 0036 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 5,900.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0037 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 2,500.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0038 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
| 0039 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 227,546.000 | 229,736.460 | 229,736.460 | $1.23 | $0.00 | $282,575.86 | |
| 0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 88,705.000 | 74,954.840 | 74,954.840 | $2.69 | $0.00 | $201,628.53 | |
| 0041 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 5,645.000 | 6,512.000 | 6,512.000 | $1.70 | $0.00 | $11,070.40 | |
| 0042 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,772.000 | 808.000 | 808.000 | $1.50 | $0.00 | $1,212.00 | |
| 0043 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 5,987.500 | 6,025.000 | 6,025.000 | $15.18 | $0.00 | $91,459.50 | |
| 0044 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 12.000 | 12.000 | 12.000 | $1,597.50 | $0.00 | $19,170.00 | |
| 0045 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 7.000 | 8.000 | 8.000 | $745.50 | $0.00 | $5,964.00 | |
| 0046 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 5.000 | 5.000 | 5.000 | $1,597.50 | $0.00 | $7,987.50 | |
| 0047 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 14.000 | 15.000 | 15.000 | $2,662.50 | $0.00 | $39,937.50 | |
| 0048 | FENCE-STYLE WWF | 624(A) 4281 | LF | 49,248.000 | 48,167.920 | 48,167.920 | $6.88 | $0.00 | $331,395.29 | |
| 0049 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 6.000 | 4.000 | 4.000 | $300.00 | $0.00 | $1,200.00 | |
| 8004 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $5,437.46 | $0.00 | $0.00 | |
| 8010 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 319,203.450 | 319,203.450 | $1.00 | $0.00 | $319,203.45 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $21,908,626.59 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0101/ROADWAY ADD ALT | ||||||||
| 0050 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $280,865.00 | $0.00 | $280,865.00 | |
| 0051 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
| 0052 | TEMPORARY BALE BARRIER | 222 2801 | LF | 336.000 | 63.000 | 63.000 | $2.13 | $0.00 | $134.19 | |
| 0053 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 2.000 | 2.000 | $53.25 | $0.00 | $106.50 | |
| 0054 | TEMPORARY SILT DIKE | 227 0100 | LF | 336.000 | 161.000 | 161.000 | $6.39 | $0.00 | $1,028.79 | |
| 0055 | SOLID SLAB SODDING | 230(A) 2806 | SY | 37,900.000 | 16,222.220 | 16,222.220 | $1.38 | $0.00 | $22,386.66 | |
| 0056 | SEEDING METHOD B | 232(B) 2814 | AC | 7.840 | 8.700 | 8.700 | $106.50 | $0.00 | $926.55 | |
| 0057 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 7.840 | 16.030 | 16.030 | $266.25 | $0.00 | $4,267.99 | |
| 0058 | MOWING | 241 2832 | AC | 130.000 | 61.570 | 61.570 | $31.95 | $0.00 | $1,967.16 | |
| 0059 | AGGREGATE BASE | 303 0192 | CY | 19,248.400 | 19,265.030 | 19,265.030 | $25.89 | $0.00 | $498,771.63 | |
| 0060 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 77,906.000 | 78,263.640 | 78,263.640 | $8.93 | $0.00 | $698,894.31 | |
| 0061 | SEPARATOR FABRIC | 325 5271 | SY | 96,390.000 | 95,172.340 | 95,172.340 | $1.12 | $0.00 | $106,593.03 | |
| 0062 | (SP)FLY ASH | 327(A) 4200 | TON | 4,035.400 | 4,016.480 | 4,016.480 | $43.18 | $0.00 | $173,431.61 | |
| 0063 | (SP)LIME | 327(D) 4230 | TON | 588.400 | 0.000 | 0.000 | $158.08 | $0.00 | $0.00 | |
| 0064 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 93,412.000 | 95,172.340 | 95,172.340 | $1.95 | $0.00 | $185,586.06 | |
| 0065 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 32,694.000 | 0.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
| 0066 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 9,868.000 | 8,978.230 | 8,978.230 | $17.78 | $0.00 | $159,632.93 | |
| 0067 | PRIME COAT | 408 5774 | GAL | 34,075.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0068 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 178.300 | 171.570 | 171.570 | $63.90 | $0.00 | $10,963.32 | |
| 0069 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 29,742.000 | 36,183.000 | 36,183.000 | $0.28 | $0.00 | $10,131.24 | |
| 0070 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 20,494.000 | 24,068.450 | 24,068.450 | $10.50 | $0.00 | $252,718.73 | |
| 0071 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 53,012.000 | 51,789.240 | 51,789.240 | $13.00 | $0.00 | $673,260.12 | |
| 0072 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 500.000 | 112.100 | 112.100 | $135.00 | $0.00 | $15,133.50 | |
| 0073 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 21,685.800 | 22,124.470 | 22,124.470 | $75.00 | $0.00 | $1,659,335.25 | |
| 0074 | COLD MILLING PAVEMENT | 417 5267 | SY | 2,500.000 | 2,791.110 | 2,791.110 | $3.10 | $0.00 | $8,652.44 | |
| 0075 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.200 | 5.590 | 5.590 | $292.88 | $0.00 | $1,637.20 | |
| 0076 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 640.000 | 0.000 | 0.000 | $20.25 | $0.00 | $0.00 | |
| 0077 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 100.000 | 0.000 | 0.000 | $16.34 | $0.00 | $0.00 | |
| 0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 1,800.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 700.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0080 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 47,297.000 | 50,072.230 | 50,072.230 | $1.23 | $0.00 | $61,588.84 | |
| 0081 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 24,176.000 | 20,605.220 | 20,605.220 | $2.69 | $0.00 | $55,428.04 | |
| 0082 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 750.000 | 774.000 | 774.000 | $1.70 | $0.00 | $1,315.80 | |
| 0083 | SAWING PAVEMENT | 619(C) 0924 | LF | 500.000 | 86.000 | 86.000 | $2.00 | $0.00 | $172.00 | |
| 0084 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 775.000 | 775.000 | 775.000 | $15.18 | $0.00 | $11,764.50 | |
| 0085 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 1.000 | $745.50 | $0.00 | $745.50 | |
| 0086 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 3.000 | 3.000 | 3.000 | $1,597.50 | $0.00 | $4,792.50 | |
| 0087 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,662.50 | $0.00 | $5,325.00 | |
| 0088 | FENCE-STYLE WWF | 624(A) 4281 | LF | 15,986.000 | 15,102.080 | 15,102.080 | $6.88 | $0.00 | $103,902.31 | |
| 0089 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 1.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
| Subtotals For Category 0101/ROADWAY ADD ALT | $0.00 | $5,036,758.70 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0200/BRIDGE "A" ADD ALT | ||||||||
| 0090 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 73.000 | 73.000 | 73.000 | $26.63 | $0.00 | $1,943.99 | |
| 0091 | CLSM BACKFILL | 501(G) 6309 | CY | 67.200 | 67.200 | 67.200 | $149.10 | $0.00 | $10,019.52 | |
| 0092 | APPROACH SLAB | 504(A) 1304 | SY | 84.500 | 84.500 | 84.500 | $169.34 | $0.00 | $14,309.23 | |
| 0093 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 34.000 | 34.000 | 34.000 | $42.60 | $0.00 | $1,448.40 | |
| 0094 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 45.000 | 45.000 | 45.000 | $42.60 | $0.00 | $1,917.00 | |
| Subtotals For Category 0200/BRIDGE "A" ADD ALT | $0.00 | $29,638.14 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0201/BRIDGE "B" ADD ALT | ||||||||
| 0095 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 73.000 | 73.000 | 73.000 | $26.63 | $0.00 | $1,943.99 | |
| 0096 | CLSM BACKFILL | 501(G) 6309 | CY | 67.200 | 67.200 | 67.200 | $149.10 | $0.00 | $10,019.52 | |
| 0097 | APPROACH SLAB | 504(A) 1304 | SY | 84.500 | 84.500 | 84.500 | $169.34 | $0.00 | $14,309.23 | |
| 0098 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 34.000 | 34.000 | 34.000 | $42.60 | $0.00 | $1,448.40 | |
| 0099 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 45.000 | 45.000 | 45.000 | $42.60 | $0.00 | $1,917.00 | |
| Subtotals For Category 0201/BRIDGE "B" ADD ALT | $0.00 | $29,638.14 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0202/BRIDGE "C" | ||||||||
| 0100 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 30.000 | 30.000 | 30.000 | $26.63 | $0.00 | $798.90 | |
| 0101 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 10.000 | 10.000 | $186.38 | $0.00 | $1,863.80 | |
| 0102 | APPROACH SLAB | 504(A) 1304 | SY | 168.800 | 168.800 | 168.800 | $159.75 | $0.00 | $26,965.80 | |
| 0103 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 470.000 | 470.000 | 470.000 | $15.18 | $0.00 | $7,134.60 | |
| 0104 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 78.000 | 78.000 | 78.000 | $42.60 | $0.00 | $3,322.80 | |
| 0105 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 90.000 | 90.000 | 90.000 | $42.60 | $0.00 | $3,834.00 | |
| Subtotals For Category 0202/BRIDGE "C" | $0.00 | $43,919.90 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0203/BRIDGE "D" | ||||||||
| 0106 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 30.000 | 30.000 | 30.000 | $26.63 | $0.00 | $798.90 | |
| 0107 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 10.000 | 10.000 | $186.38 | $0.00 | $1,863.80 | |
| 0108 | APPROACH SLAB | 504(A) 1304 | SY | 168.800 | 168.800 | 168.800 | $159.75 | $0.00 | $26,965.80 | |
| 0109 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 470.000 | 470.000 | 470.000 | $15.18 | $0.00 | $7,134.60 | |
| 0110 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 78.000 | 78.000 | 78.000 | $42.60 | $0.00 | $3,322.80 | |
| 0111 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 90.000 | 90.000 | 90.000 | $42.60 | $0.00 | $3,834.00 | |
| Subtotals For Category 0203/BRIDGE "D" | $0.00 | $43,919.90 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0204/BRIDGE "E" | ||||||||
| 0112 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 224.000 | 224.000 | 224.000 | $15.98 | $0.00 | $3,579.52 | |
| 0113 | CLSM BACKFILL | 501(G) 6309 | CY | 178.400 | 178.400 | 178.400 | $143.78 | $0.00 | $25,650.35 | |
| 0114 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,594.800 | 1,594.800 | 1,594.800 | $216.20 | $0.00 | $344,795.76 | |
| 0115 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 273.400 | $145.91 | $0.00 | $39,891.79 | |
| 0116 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $283.29 | $0.00 | $23,796.36 | |
| 0117 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 922.800 | 922.800 | 922.800 | $64.97 | $0.00 | $59,954.32 | |
| 0118 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,920.000 | 1,920.000 | 1,920.000 | $2.56 | $0.00 | $4,915.20 | |
| 0119 | CLASS AA CONCRETE | 509(A) 1326 | CY | 455.800 | 455.800 | 455.800 | $521.85 | $0.00 | $237,859.23 | |
| 0120 | CLASS A CONCRETE | 509(B) 1328 | CY | 297.600 | 297.600 | 297.600 | $516.53 | $0.00 | $153,719.33 | |
| 0121 | REINFORCING STEEL | 511(A) 1332 | LB | 2,810.000 | 2,810.000 | 2,810.000 | $1.17 | $0.00 | $3,287.70 | |
| 0122 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 141,290.000 | 141,290.000 | 141,290.000 | $1.07 | $0.00 | $151,180.30 | |
| 0123 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 657.000 | 657.000 | 657.000 | $42.60 | $0.00 | $27,988.20 | |
| 0124 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 657.000 | 589.950 | 589.950 | $15.98 | $0.00 | $9,427.40 | |
| 0125 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $841.35 | $0.00 | $11,778.90 | |
| 0126 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,583.000 | 2,583.000 | 2,583.000 | $3.73 | $0.00 | $9,634.59 | |
| 0127 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 303.000 | 312.000 | 312.000 | $718.88 | $0.00 | $224,290.56 | |
| 0128 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 38.000 | 38.000 | 38.000 | $5.33 | $0.00 | $202.54 | |
| 0129 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.400 | $266.25 | $0.00 | $106.50 | |
| 0130 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,049.03 | $0.00 | $16,784.48 | |
| 0131 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,049.03 | $0.00 | $16,784.48 | |
| 0132 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,300.000 | 2,264.260 | 2,264.260 | $44.73 | $0.00 | $101,280.35 | |
| 0133 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 492.000 | 329.970 | 329.970 | $34.08 | $0.00 | $11,245.38 | |
| 0134 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $22.37 | $0.00 | $1,879.08 | |
| 0135 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 60.000 | $22.37 | $0.00 | $1,342.20 | |
| 0136 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $106,500.00 | $0.00 | $106,500.00 | |
| 8011 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 4,857.400 | 4,857.400 | $1.00 | $0.00 | $4,857.40 | |
| Subtotals For Category 0204/BRIDGE "E" | $0.00 | $1,592,731.92 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0205/BRIDGE "F" | ||||||||
| 0137 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 224.000 | 224.000 | 224.000 | $15.98 | $0.00 | $3,579.52 | |
| 0138 | CLSM BACKFILL | 501(G) 6309 | CY | 178.400 | 178.400 | 178.400 | $149.10 | $0.00 | $26,599.44 | |
| 0139 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,594.800 | 1,594.800 | 1,594.800 | $218.33 | $0.00 | $348,192.68 | |
| 0140 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 273.400 | $146.97 | $0.00 | $40,181.60 | |
| 0141 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $284.36 | $0.00 | $23,886.24 | |
| 0142 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 922.800 | 922.800 | 922.800 | $66.03 | $0.00 | $60,932.48 | |
| 0143 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,920.000 | 1,920.000 | 1,920.000 | $2.66 | $0.00 | $5,107.20 | |
| 0144 | CLASS AA CONCRETE | 509(A) 1326 | CY | 455.800 | 455.800 | 455.800 | $532.50 | $0.00 | $242,713.50 | |
| 0145 | CLASS A CONCRETE | 509(B) 1328 | CY | 297.600 | 297.600 | 297.600 | $527.18 | $0.00 | $156,888.77 | |
| 0146 | REINFORCING STEEL | 511(A) 1332 | LB | 2,810.000 | 2,810.000 | 2,810.000 | $1.17 | $0.00 | $3,287.70 | |
| 0147 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 141,290.000 | 141,290.000 | 141,290.000 | $1.07 | $0.00 | $151,180.30 | |
| 0148 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 796.500 | 796.500 | 796.500 | $42.60 | $0.00 | $33,930.90 | |
| 0149 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 796.500 | 695.010 | 695.010 | $15.98 | $0.00 | $11,106.25 | |
| 0150 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $841.35 | $0.00 | $11,778.90 | |
| 0151 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,583.000 | 2,583.000 | 2,583.000 | $3.73 | $0.00 | $9,634.59 | |
| 0152 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 285.000 | 285.000 | 285.000 | $734.85 | $0.00 | $209,432.25 | |
| 0153 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 38.000 | 38.000 | 38.000 | $5.33 | $0.00 | $202.54 | |
| 0154 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.400 | $266.25 | $0.00 | $106.50 | |
| 0155 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,102.28 | $0.00 | $17,636.48 | |
| 0156 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,054.35 | $0.00 | $16,869.60 | |
| 0157 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $26.63 | $0.00 | $2,236.92 | |
| 0158 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 60.000 | $26.63 | $0.00 | $1,597.80 | |
| 0159 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $106,500.00 | $0.00 | $106,500.00 | |
| 8012 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 4,848.850 | 4,848.850 | $1.00 | $0.00 | $4,848.85 | |
| Subtotals For Category 0205/BRIDGE "F" | $0.00 | $1,488,431.01 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0300/TRAFFIC | ||||||||
| 0160 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 32,400.000 | 27,752.000 | 27,752.000 | $1.91 | $0.00 | $53,006.32 | |
| 0161 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 32,400.000 | 27,752.000 | 27,752.000 | $8.30 | $0.00 | $230,341.60 | |
| 0162 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 444,000.000 | 258,051.000 | 258,051.000 | $0.16 | $0.00 | $41,288.16 | |
| 0163 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 100,000.000 | 0.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
| 0164 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 100,000.000 | 3,088.000 | 3,088.000 | $0.37 | $0.00 | $1,142.56 | |
| 0165 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 310,000.000 | 160,675.000 | 160,675.000 | $0.11 | $0.00 | $17,674.25 | |
| 0166 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 510.000 | 327.000 | 327.000 | $5.33 | $0.00 | $1,742.91 | |
| 0167 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 300,000.000 | 65,920.000 | 65,920.000 | $0.21 | $0.00 | $13,843.20 | |
| 0168 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,020.000 | 1,438.000 | 1,438.000 | $10.65 | $0.00 | $15,314.70 | |
| 0169 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 54,120.000 | 113,430.000 | 113,430.000 | $0.05 | $0.00 | $5,671.50 | |
| 0170 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 47,880.000 | 83,344.000 | 83,344.000 | $0.80 | $0.00 | $66,675.20 | |
| 0171 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 21,120.000 | 67,083.000 | 67,083.000 | $2.13 | $0.00 | $142,886.79 | |
| 0172 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 1,980.000 | 126.000 | 126.000 | $0.27 | $0.00 | $34.02 | |
| 0173 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 38,520.000 | 41,829.000 | 41,829.000 | $0.27 | $0.00 | $11,293.83 | |
| 0174 | WING BARRICADES | 880(C) 8848 | SD | 2,040.000 | 4,034.000 | 4,034.000 | $1.07 | $0.00 | $4,316.38 | |
| 0175 | VERTICAL PANELS | 880(D) 8854 | SD | 129,870.000 | 83,326.000 | 83,326.000 | $0.16 | $0.00 | $13,332.16 | |
| 0176 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 92,580.000 | 109,833.000 | 109,833.000 | $0.11 | $0.00 | $12,081.63 | |
| 0177 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 520,590.000 | 254,681.000 | 254,681.000 | $0.03 | $0.00 | $7,640.43 | |
| 0178 | DRUMS | 880(F) 8878 | SD | 390,720.000 | 269,189.000 | 269,189.000 | $0.11 | $0.00 | $29,610.79 | |
| 0179 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,020.000 | 1,066.000 | 1,066.000 | $26.63 | $0.00 | $28,387.58 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $696,284.01 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0301/SIGNING AND STRIPING | ||||||||
| 0180 | (PL)BRIDGE-GUARD RAIL CONNECTION-TYPE B | 623(I) 8680 | EA | 4.000 | 4.000 | 4.000 | $1,065.00 | $0.00 | $4,260.00 | |
| 0181 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 118.000 | 121.000 | 121.000 | $19.17 | $0.00 | $2,319.57 | |
| 0182 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 117,450.000 | 126,183.000 | 126,183.000 | $0.45 | $0.00 | $56,782.35 | |
| 0183 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 34,690.000 | 28,704.000 | 28,704.000 | $0.61 | $0.00 | $17,509.44 | |
| 0184 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 21,350.000 | 13,532.000 | 13,532.000 | $0.77 | $0.00 | $10,419.64 | |
| 0185 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 20.000 | 54.000 | 54.000 | $213.00 | $0.00 | $11,502.00 | |
| 0186 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 10.000 | 17.000 | 17.000 | $1,597.50 | $0.00 | $27,157.50 | |
| Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $129,950.50 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0302/TRAFFIC ADD ALT | ||||||||
| 0187 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 3,950.000 | 8,558.000 | 8,558.000 | $1.91 | $0.00 | $16,345.78 | |
| 0188 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,950.000 | 8,558.000 | 8,558.000 | $8.30 | $0.00 | $71,031.40 | |
| 0189 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 52,000.000 | 60,558.000 | 60,558.000 | $0.16 | $0.00 | $9,689.28 | |
| 0190 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 37,000.000 | 45,104.000 | 45,104.000 | $0.11 | $0.00 | $4,961.44 | |
| 0191 | VERTICAL PANELS | 880(D) 8854 | SD | 4,680.000 | 5,993.000 | 5,993.000 | $0.16 | $0.00 | $958.88 | |
| 0192 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 33,480.000 | 46,907.000 | 46,907.000 | $0.03 | $0.00 | $1,407.21 | |
| 0193 | DRUMS | 880(F) 8878 | SD | 28,800.000 | 49,571.000 | 49,571.000 | $0.11 | $0.00 | $5,452.81 | |
| Subtotals For Category 0302/TRAFFIC ADD ALT | $0.00 | $109,846.80 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0303/SIGNING & STRIPING ADD ALT | ||||||||
| 0194 | (PL)BRIDGE-GUARD RAIL CONNECTION-TYPE B | 623(I) 8680 | EA | 2.000 | 2.000 | 2.000 | $1,065.00 | $0.00 | $2,130.00 | |
| 0195 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 29,750.000 | 38,437.000 | 38,437.000 | $0.45 | $0.00 | $17,296.65 | |
| 0196 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 7,934.000 | 10,776.000 | 10,776.000 | $0.61 | $0.00 | $6,573.36 | |
| 0197 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 3,050.000 | 5,116.000 | 5,116.000 | $0.80 | $0.00 | $4,092.80 | |
| Subtotals For Category 0303/SIGNING & STRIPING ADD ALT | $0.00 | $30,092.81 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0600/STAKING | ||||||||
| 0198 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $168,906.00 | $0.00 | $168,906.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $168,906.00 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0640/CONSTRUCTION | ||||||||
| 0199 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,800.00 | $0.00 | $5,800.00 | |
| 0200 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $18,904.00 | $0.00 | $18,904.00 | |
| 0201 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,051,151.00 | $0.00 | $1,051,151.00 | |
| 0202 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $187,554.00 | $0.00 | $187,554.00 | |
| 8013 | EARLY COMPLETION INCENTIVE | 108 0175 | DAY | 0.000 | 9.000 | 0.000 | $5,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,263,409.00 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0850/Non ARRA Funding | ||||||||
| 8000 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 0.000 | 12.000 | 12.000 | $913.70 | $0.00 | $10,964.40 | |
| 8001 | REMOVAL OF EXISTING RIPRAP | 619(B) 6364 | LSUM | 0.000 | 1.000 | 1.000 | $66,568.73 | $0.00 | $66,568.73 | |
| 8002 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 0.000 | 1,625.000 | 1,625.000 | $151.91 | $0.00 | $246,853.75 | |
| 8003 | (PL)TRAFFIC ITEMS(LIGHTING) | 890 7708 | LSUM | 0.000 | 1.000 | 1.000 | $35,736.55 | $0.00 | $35,736.56 | |
| 8005 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 0.000 | 152.000 | 152.000 | $10.50 | $0.00 | $1,596.00 | |
| 8006 | (PL)TRAFFIC ITEMS(LIGHTING) | 890 7708 | LSUM | 0.000 | 1.000 | 1.000 | $3,720.00 | $0.00 | $3,720.00 | |
| 8007 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 0.000 | 112.000 | 112.000 | $28.48 | $0.00 | $3,189.76 | |
| 8008 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 0.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $370,129.20 | ||||||||
| Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0900/NON-PARTICIPATING | ||||||||
| 8009 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
| Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $6,000.00 | ||||||||
| Subtotals For Project IM-STIM(001) /20900(05) | $0.00 | $32,948,282.62 | ||||||||