| Contract ID: | 090314 | Estimate Number: | 0049 , Final | Spec Year: | 1999 | |||
| Primary JP: | 24432(07) | Residency: | PERRY (04100) | Contract No: | 411136 | |||
| Date Created: | 10/15/2012 | Contractor FEI: | 420364440 | Account No: | 400400 |
| Project Number(s): | IM-STIM(019) | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE, AND CABLE BARRIER I-35: BEGIN AT MILE MARKER 224.43 AND EXTEND NORTH TO MILE MARKER 229.33. PROJECT LENGTH = 4.918 MILES. | ||||||||
| Primary County: | KAY | ||||||||
| Name of Road: | I-35 | ||||||||
| Prime Contractor: | KOSS CONSTRUCTION COMPANY & SUBSIDIARY | Time Charged: | 806.00 | ||||||
| 5830 SW DRURY LANE | Time Allowed: | 1067.00 | |||||||
| TOPEKA , KS 66604 | Percent Time: | 75.54 % | |||||||
| Paid To Date: | $25,087,576.99 | 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. |
| KOSS CONSTRUCTION COMPANY & SUBSIDIARY |
| _________________________________________________ |
| 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: | 090314 | Estimate Number: | 0049 | Contract No: | 411136 | |||
| Residency: | PERRY (04100) | Estimate Type: | Final | Account No: | 400400 | |||
| Project Number(s): | IM-STIM(019) | ||||||||||||
| Primary Job Piece No: | 24432(07) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE, AND CABLE BARRIER I-35: BEGIN AT MILE MARKER 224.43 AND EXTEND NORTH TO MILE MARKER 229.33. PROJECT LENGTH = 4.918 MILES. | ||||||||||||
| Primary County: | KAY | ||||||||||||
| Name of Road: | I-35 | ||||||||||||
| Prime Contractor: | KOSS CONSTRUCTION COMPANY & SUBSIDIARY | ||||||||||||
| 5830 SW DRURY LANE | |||||||||||||
| TOPEKA , KS 66604 | |||||||||||||
| Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 08/23/2012 TO 10/15/2012 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 640 |
| Date Contract Executed: | 04/08/2009 | Date Time Stopped: | 08/15/2011 | Current Time Charged: | 806.00 |
| Date NTP Issued: | 04/24/2009 | Completion Date: | 08/15/2011 | Current Time Allowed: | 1067.00 |
| General Liability Expires: | 02/01/2013 | Workman's Comp Expires: | 02/01/2013 | Percent Time Used: | 75.54 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $25,087,576.99 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $23,984,922.13 | Participating: | $22,614,552.76 | $22,614,552.76 | $0.00 | ||
| Percent Complete: | 100 % | Non Participating: | $64,742.37 | $64,742.37 | $0.00 | ||
| Funds Available: | $0.00 | Non ARRA: | $2,408,281.92 | $2,408,281.92 | $0.00 | ||
| Unearned Balance: | $-1,102,654.86 | Total Earnings: | $25,087,577.05 | $25,087,577.05 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $25,087,577.05 | $25,087,577.05 | $0.00 | ||||
| Other Adjustments: | $104,999.94 | $104,999.94 | $0.00 | ||||
| Liq Dam/Disincentive: | $-105,000.00 | $-105,000.00 | $0.00 | ||||
| TOTAL: | $25,087,576.99 | $25,087,576.99 | $0.00 | ||||
| Contract ID: | 090314 | Estimate Number: | 0049 | Primary JP: | 24432(07) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | UPDATING CONTRACT SPECIAL PROVISION 108-STIM01(a-f)99 | Approved | 06/02/2009 | 0.0 | $0.00 |
| 002 | ADD 200 DAYS TO TIME "B" BID | Approved | 06/02/2009 | 0.0 | $0.00 |
| 003 | ADD FIELD OFFICE (NON-PARTICIPATING) | Approved | 07/28/2009 | 0.0 | $15,000.00 |
| 004 | OVERRUN P.C.CONCRETE & UNCL.EXCAVATION & UNDERRUN ASPHALT | Approved | 10/06/2009 | 0.0 | $-0.22 |
| 005 | ADD GEOGRID EARTH REINFORCEMENT ( Non-ARRA Funding ) | Approved | 02/12/2010 | 0.0 | $-4.28 |
| 006 | MACHINE GRADING, S4(76-28) COST ADJUST, TRANSFER SEP.FABRIC | Approved | 03/09/2010 | 0.0 | $-0.21 |
| 007 | ADD GLASGRID (ASPHALT PAVING GRID) ON SOUTHBOUND LANES | Approved | 06/23/2010 | 0.0 | $-3.30 |
| 008 | ADJUST QUANTITIES TO REVISED TYPICAL SECTIONS | Approved | 10/05/2010 | 150.0 | $402,761.73 |
| 009 | ASPHALT BINDER PRICE ADJUSTMENTS | Approved | 10/05/2010 | 0.0 | $457,932.61 |
| 010 | ASPHALT BINDER PRICE ADJUSTMENTS | Approved | 12/06/2010 | 0.0 | $236,696.39 |
| 011 | PROJECT DELAY CLAIM - 11/4/2009 thru 1/8/2010 | Approved | 05/02/2011 | 0.0 | $556,573.80 |
| 012 | RUMBLE STRIP, MESSAGE SIGN, MATERIALS INTO WAREHOUSE STOCK | Approved | 04/05/2011 | 0.0 | $-0.17 |
| 013 | ASPHALT BINDER PRICE ADJUSTMENTS & QAQC DEDUCTIONS | Approved | 05/16/2011 | 0.0 | $-31,968.60 |
| 014 | ASPHALT PAVEMENT SMOOTHNESS BONUS & CONCRETE ADJUSTMENTS | Approved | 07/11/2011 | 0.0 | $297,767.01 |
| 015 | FINAL QUANTITY CHANGE ORDER | Approved | 09/14/2012 | 0.0 | $-832,099.90 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 24432(07) | 0026 | Concrete Materials Stockpile at jobsite plant | Stockpiled Material Initial Payment | 0001 | $99,488.20 |
| 24432(07) | 0026 | Concrete Materials Stockpile at jobsite plant | Stockpiled Material Adjustment | 0003 | $-76,626.56 |
| 24432(07) | 0026 | Concrete Materials Stockpile at jobsite plant | Stockpiled Material Adjustment | 0002 | $-22,861.64 |
| 24432(07) | 0038 | Beam Guard Rail -Single Stockpile | Stockpiled Material Initial Payment | 0021 | $24,624.00 |
| 24432(07) | 0038 | Beam Guard Rail -Single Stockpile | Stockpiled Material Closure | 0041 | $-1,296.00 |
| 24432(07) | 0038 | Beam Guard Rail -Single Stockpile | Stockpiled Material Adjustment | 0036 | $-11,664.00 |
| 24432(07) | 0038 | Beam Guard Rail -Single Stockpile | Stockpiled Material Adjustment | 0028 | $-11,664.00 |
| 24432(07) | 0039 | Guard Rail Type B Anchor Stockpile | Stockpiled Material Initial Payment | 0021 | $296.00 |
| 24432(07) | 0039 | Guard Rail Type B Anchor Stockpile | Stockpiled Material Adjustment | 0028 | $-148.00 |
| 24432(07) | 0039 | Guard Rail Type B Anchor Stockpile | Stockpiled Material Adjustment | 0039 | $-296.00 |
| 24432(07) | 0039 | Guard Rail Type B Anchor Stockpile | Stockpiled Material Adjustment | 0036 | $148.00 |
| 24432(07) | 0040 | Guard Rail Type G Anchor Stockpile | Stockpiled Material Initial Payment | 0021 | $1,516.00 |
| 24432(07) | 0040 | Guard Rail Type G Anchor Stockpile | Stockpiled Material Closure | 0041 | $-1,516.00 |
| 24432(07) | 0041 | Guard Rail G.E.T. Section Stockpile | Stockpiled Material Initial Payment | 0021 | $17,676.00 |
| 24432(07) | 0041 | Guard Rail G.E.T. Section Stockpile | Stockpiled Material Adjustment | 0036 | $-8,838.00 |
| 24432(07) | 0041 | Guard Rail G.E.T. Section Stockpile | Stockpiled Material Adjustment | 0028 | $-8,838.00 |
| 24432(07) | 0042 | Guard Rail Thrie Beam Type A Connection | Stockpiled Material Adjustment | 0039 | $-758.00 |
| 24432(07) | 0042 | Guard Rail Thrie Beam Type A Connection | Stockpiled Material Initial Payment | 0021 | $6,064.00 |
| 24432(07) | 0042 | Guard Rail Thrie Beam Type A Connection | Stockpiled Material Adjustment | 0028 | $-3,790.00 |
| 24432(07) | 0042 | Guard Rail Thrie Beam Type A Connection | Stockpiled Material Adjustment | 0036 | $-1,516.00 |
| 24432(07) | 0083 | Beam Guard Rail -Single Stockpile | Stockpiled Material Adjustment | 0036 | $-9,936.00 |
| 24432(07) | 0083 | Beam Guard Rail -Single Stockpile | Stockpiled Material Adjustment | 0028 | $-4,752.00 |
| 24432(07) | 0083 | Beam Guard Rail -Single Stockpile | Stockpiled Material Adjustment | 0030 | $-4,320.00 |
| 24432(07) | 0083 | Beam Guard Rail -Single Stockpile | Stockpiled Material Initial Payment | 0021 | $19,008.00 |
| 24432(07) | 0084 | Guard Rail Type B Anchor Stockpile | Stockpiled Material Adjustment | 0028 | $-148.00 |
| 24432(07) | 0084 | Guard Rail Type B Anchor Stockpile | Stockpiled Material Initial Payment | 0021 | $148.00 |
| 24432(07) | 0085 | Guard Rail G.E.T. Section Stockpile | Stockpiled Material Adjustment | 0028 | $-2,946.00 |
| 24432(07) | 0085 | Guard Rail G.E.T. Section Stockpile | Stockpiled Material Initial Payment | 0021 | $10,311.00 |
| 24432(07) | 0085 | Guard Rail G.E.T. Section Stockpile | Stockpiled Material Closure | 0041 | $-1,473.00 |
| 24432(07) | 0085 | Guard Rail G.E.T. Section Stockpile | Stockpiled Material Adjustment | 0036 | $-5,892.00 |
| 24432(07) | 0086 | Guard Rail Thrie Beam Type A Connection | Stockpiled Material Adjustment | 0028 | $-2,274.00 |
| 24432(07) | 0086 | Guard Rail Thrie Beam Type A Connection | Stockpiled Material Initial Payment | 0021 | $5,306.00 |
| 24432(07) | 0086 | Guard Rail Thrie Beam Type A Connection | Stockpiled Material Adjustment | 0036 | $-3,032.00 |
| 24432(07) | 0105 | Bridge B - Approach Slab Reinf.Steel | Stockpiled Material Adjustment | 0034 | $-5,590.47 |
| 24432(07) | 0105 | Bridge B - Approach Slab Reinf.Steel | Stockpiled Material Initial Payment | 0032 | $5,590.47 |
| 24432(07) | 0106 | Bridge B - Sealed Expansion Joint | Stockpiled Material Initial Payment | 0032 | $14,841.12 |
| 24432(07) | 0106 | Bridge B - Sealed Expansion Joint | Stockpiled Material Adjustment | 0040 | $-14,841.12 |
| 24432(07) | 0107 | Bridge B - 42" F-Shaped Parapet Reinf.Steel | Stockpiled Material Initial Payment | 0032 | $2,764.68 |
| 24432(07) | 0107 | Bridge B - 42" F-Shaped Parapet Reinf.Steel | Stockpiled Material Adjustment | 0035 | $-2,764.68 |
| 24432(07) | 0111 | Bridge B - Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-10,490.90 |
| 24432(07) | 0111 | Bridge B - Epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $10,490.90 | 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 |
| Milestone Adjust. (Prog. Est. Only) | 0032 | $30,000.00 |
| Milestone Adjust. (Prog. Est. Only) | 0033 | $75,000.00 |
| Round Error Correction (Final Est. Only) | 0048 | $-0.06 | Subtotals For Contract Adjustments | $104,999.94 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $33,466.56 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $25,739.75 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $2,548.23 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0028 | 0.00 | $0.00 | $-200.62 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $5,832.15 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $34,922.51 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-67,586.69 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0035 | 0.00 | $0.00 | $-15,365.44 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $9,565.50 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-44,488.01 |
| 24432(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0045 | 0.00 | $0.00 | $15,566.06 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $916.30 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $759.75 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $5,338.98 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $57,233.60 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0022 | 0.00 | $0.00 | $-8,401.87 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-26,633.66 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $97,037.51 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0024 | 0.00 | $0.00 | $11,369.83 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $39,876.76 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0025 | 0.00 | $0.00 | $4,685.62 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $6,197.83 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $319.62 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $8,361.40 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $5,632.47 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $49,252.63 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-3,563.78 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 0.00 | $0.00 | $17,321.62 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $31,100.75 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-221,674.22 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0035 | 0.00 | $0.00 | $-2,761.89 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $24,299.24 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0037 | 0.00 | $0.00 | $180.19 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-121,974.24 |
| 24432(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0045 | 0.00 | $0.00 | $25,125.56 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $12,331.34 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $12,057.47 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $18,413.09 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $6,369.17 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $3,768.30 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-52,939.37 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $26,232.36 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0036 | 0.00 | $0.00 | $7,493.31 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0037 | 0.00 | $0.00 | $61.21 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-26,232.36 |
| 24432(07) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0045 | 0.00 | $0.00 | $-7,554.52 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $104.25 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $1,194.25 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $18,531.47 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-19,829.97 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $6,257.58 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0036 | 0.00 | $0.00 | $-7,021.67 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 0.00 | $0.00 | $7,756.01 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-6,257.58 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0045 | 0.00 | $0.00 | $-7,756.01 |
| 24432(07) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0045 | 0.00 | $0.00 | $7,021.67 |
| 24432(07) | 0063 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $10,342.26 |
| 24432(07) | 0063 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-10,342.26 |
| 24432(07) | 0063 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $8,333.76 |
| 24432(07) | 0063 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-8,333.76 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $8,330.20 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $46,664.21 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $1,419.87 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $7,254.15 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $10,148.98 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 0.00 | $0.00 | $6,430.56 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-63,668.43 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $504.01 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0035 | 0.00 | $0.00 | $-1,255.54 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $3,051.26 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0037 | 0.00 | $0.00 | $-2,571.22 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-20,134.81 |
| 24432(07) | 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0045 | 0.00 | $0.00 | $3,826.76 |
| 24432(07) | 0065 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $8,506.32 |
| 24432(07) | 0065 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-8,506.32 |
| 24432(07) | 0065 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $6,041.01 |
| 24432(07) | 0065 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0036 | 0.00 | $0.00 | $12,700.69 |
| 24432(07) | 0065 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-6,041.01 |
| 24432(07) | 0065 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0045 | 0.00 | $0.00 | $-12,700.69 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $4,442.71 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $4,955.39 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $3,987.25 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0034 | 0.00 | $0.00 | $-13,385.35 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $3,234.62 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0036 | 0.00 | $0.00 | $-6,689.37 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 0.00 | $0.00 | $606.83 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-3,234.62 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * QAQC | 0045 | 0.00 | $0.00 | $6,689.37 |
| 24432(07) | 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0045 | 0.00 | $0.00 | $-606.83 |
| 24432(07) | 0093 | 42" F-SHAPED PARAPET | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $-485.32 |
| 24432(07) | 0093 | 42" F-SHAPED PARAPET | * Material Discrepancy Adjustments | 0017 | 0.00 | $0.00 | $235.32 |
| 24432(07) | 0093 | 42" F-SHAPED PARAPET | * Material Discrepancy Adjustments | 0045 | 0.00 | $0.00 | $250.00 |
| 24432(07) | 0095 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $-3,530.50 |
| 24432(07) | 0095 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0017 | 0.00 | $0.00 | $2,780.50 |
| 24432(07) | 0095 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0045 | 0.00 | $0.00 | $750.00 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $51,308.22 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $6,369.17 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $3,768.30 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0030 | 0.00 | $0.00 | $-61,445.69 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 0.00 | $0.00 | $32,273.37 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0036 | 0.00 | $0.00 | $-20,194.00 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0036 | 0.00 | $0.00 | $-32,273.37 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0036 | 0.00 | $0.00 | $20,194.00 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0037 | 0.00 | $0.00 | $61.21 |
| 24432(07) | 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0037 | 0.00 | $0.00 | $-61.21 | 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 | |||
| 01 | TIME 'B' BID | 06/01/2009 | 11/05/2010 | 525.00 DYS | $5,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | System Application of Disincentive Adj | 0032 | $-30,000.00 |
| 01 | System Application of Disincentive Adj | 0033 | $-75,000.00 | Subtotals For Milestones | $-105,000.00 |
| Contract ID: | 090314 | Estimate Number: | 0049 | Primary JP: | 24432(07) | |||
| 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(019) | Project: 24432(07) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 34,176.000 | 87,734.930 | 87,734.930 | $4.50 | $0.00 | $394,807.19 | |
| 0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 4,978.000 | 15,419.130 | 15,419.130 | $10.00 | $0.00 | $154,191.30 | |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $114,000.00 | $0.00 | $114,000.00 | |
| 0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,200.000 | 1,365.000 | 1,365.000 | $2.40 | $0.00 | $3,276.00 | |
| 0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 17.000 | 16.000 | 16.000 | $100.00 | $0.00 | $1,600.00 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 112.000 | 108.000 | 108.000 | $9.00 | $0.00 | $972.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 138,662.000 | 121,612.010 | 121,612.010 | $1.20 | $0.00 | $145,934.41 | |
| 0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 29.000 | 6.040 | 6.040 | $250.00 | $0.00 | $1,510.00 | |
| 0009 | MOWING | 241 2832 | AC | 47.000 | 212.630 | 212.630 | $30.00 | $0.00 | $6,378.90 | |
| 0010 | AGGREGATE BASE | 303 0192 | CY | 60,025.000 | 57,507.780 | 57,507.780 | $34.00 | $0.00 | $1,955,264.52 | |
| 0011 | SEPARATOR FABRIC | 325 5271 | SY | 341,963.000 | 229,101.200 | 229,101.200 | $0.80 | $0.00 | $183,280.96 | |
| 0012 | (SP)FLY ASH | 327(A) 4200 | TON | 15,256.000 | 6,234.610 | 6,234.610 | $46.00 | $0.00 | $286,792.06 | |
| 0013 | (SP)LIME | 327(D) 4230 | TON | 224.000 | 0.000 | 0.000 | $162.00 | $0.00 | $0.00 | |
| 0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 278,970.000 | 79,885.960 | 79,885.960 | $1.85 | $0.00 | $147,789.02 | |
| 0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 12,445.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 500.000 | 0.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
| 0017 | (SP)PERMEABLE FRICTION COURSE | 406 5200 | TON | 15,368.000 | 0.000 | 0.000 | $99.00 | $0.00 | $0.00 | |
| 0018 | TACK COAT | 407 0250 | GAL | 44,771.000 | 36,350.000 | 36,350.000 | $2.08 | $0.00 | $75,608.00 | |
| 0019 | PRIME COAT | 408 5774 | GAL | 98,269.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 27,499.000 | 27,216.000 | 27,216.000 | $63.00 | $0.00 | $1,714,608.00 | |
| 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 86,701.000 | 90,153.340 | 90,153.340 | $53.25 | $0.00 | $4,800,665.37 | |
| 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 18,193.000 | 19,745.720 | 19,745.720 | $66.25 | $0.00 | $1,308,153.96 | |
| 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 6,576.000 | 11,851.260 | 11,851.260 | $53.50 | $0.00 | $634,042.43 | |
| 0024 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 102,829.000 | 97,842.640 | 97,842.640 | $0.06 | $0.00 | $5,870.56 | |
| 0025 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 12,445.000 | 31,198.010 | 31,198.010 | $7.50 | $0.00 | $233,985.10 | |
| 0026 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 3,112.000 | 6,747.020 | 6,747.020 | $129.00 | $0.00 | $870,365.58 | |
| 0027 | COLD MILLING PAVEMENT | 417 5267 | SY | 17,820.000 | 114,585.620 | 114,585.620 | $2.78 | $0.00 | $318,548.01 | |
| 0028 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 15.000 | 15.000 | 15.000 | $1,500.00 | $0.00 | $22,500.00 | |
| 0029 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 72.000 | 32.000 | 32.000 | $120.00 | $0.00 | $3,840.00 | |
| 0030 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 384.000 | 360.000 | 360.000 | $135.00 | $0.00 | $48,600.00 | |
| 0031 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 7.000 | 6.000 | 6.000 | $755.00 | $0.00 | $4,530.00 | |
| 0032 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 2,963.000 | 1,503.000 | 1,503.000 | $21.00 | $0.00 | $31,563.00 | |
| 0033 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 3,600.000 | 703.400 | 703.400 | $12.00 | $0.00 | $8,440.80 | |
| 0034 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 1,200.000 | 141.500 | 141.500 | $12.00 | $0.00 | $1,698.00 | |
| 0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0036 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 217,082.000 | 131,509.730 | 131,509.730 | $2.69 | $0.00 | $353,761.17 | |
| 0037 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,600.000 | 6,377.200 | 6,377.200 | $2.50 | $0.00 | $15,943.00 | |
| 0038 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,850.000 | 2,850.000 | 2,850.000 | $14.50 | $0.00 | $41,325.00 | |
| 0039 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 2.000 | 2.000 | $450.00 | $0.00 | $900.00 | |
| 0040 | GUARD RAIL ANCHOR UNIT (TYPE G) | 623(F) 4452 | EA | 2.000 | 0.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
| 0041 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 12.000 | 12.000 | 12.000 | $1,950.00 | $0.00 | $23,400.00 | |
| 0042 | (PL)BRIDGE GUARD RAIL CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 10.000 | 10.000 | $1,150.00 | $0.00 | $11,500.00 | |
| 0043 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 52,884.000 | 43,953.000 | 43,953.000 | $2.51 | $0.00 | $110,322.03 | |
| 0044 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 10.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0203 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $457,932.61 | $0.00 | $457,932.61 | |
| 0206 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $236,696.39 | $0.00 | $236,696.39 | |
| 0211 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $28,618.05 | $0.00 | $28,618.05 | |
| 0212 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $18,178.83 | $0.00 | $-18,178.83 | |
| 0213 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $25,125.56 | $0.00 | $-25,125.56 | |
| 0214 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $7,021.67 | $0.00 | $-7,021.67 | |
| 0218 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $264,566.34 | $0.00 | $264,566.34 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $14,988,453.70 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0101/ROADWAY - ADD ALT | ||||||||
| 0045 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 13,901.000 | 21,135.900 | 21,135.900 | $4.50 | $0.00 | $95,111.56 | |
| 0046 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 3,378.000 | 5,076.140 | 5,076.140 | $10.00 | $0.00 | $50,761.40 | |
| 0047 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $40,500.00 | $0.00 | $40,500.00 | |
| 0048 | TEMPORARY SILT FENCE | 223 2801 | LF | 500.000 | 460.000 | 460.000 | $2.40 | $0.00 | $1,104.00 | |
| 0049 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 5.000 | 4.000 | 4.000 | $100.00 | $0.00 | $400.00 | |
| 0050 | TEMPORARY SILT DIKE | 227 0100 | LF | 56.000 | 39.000 | 39.000 | $9.00 | $0.00 | $351.00 | |
| 0051 | SOLID SLAB SODDING | 230(A) 2806 | SY | 66,175.000 | 24,663.610 | 24,663.610 | $1.20 | $0.00 | $29,596.33 | |
| 0052 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 9.000 | 2.320 | 2.320 | $250.00 | $0.00 | $580.00 | |
| 0053 | MOWING | 241 2832 | AC | 84.000 | 129.550 | 129.550 | $30.00 | $0.00 | $3,886.50 | |
| 0054 | AGGREGATE BASE | 303 0192 | CY | 22,487.000 | 11,478.390 | 11,478.390 | $34.00 | $0.00 | $390,265.26 | |
| 0055 | SEPARATOR FABRIC | 325 5271 | SY | 133,177.000 | 54,182.190 | 54,182.190 | $0.81 | $0.00 | $43,887.57 | |
| 0056 | (SP)FLY ASH | 327(A) 4200 | TON | 5,941.000 | 247.930 | 247.930 | $46.00 | $0.00 | $11,404.78 | |
| 0057 | (SP)LIME | 327(D) 4230 | TON | 288.000 | 0.000 | 0.000 | $162.00 | $0.00 | $0.00 | |
| 0058 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 109,540.000 | 3,502.220 | 3,502.220 | $1.85 | $0.00 | $6,479.11 | |
| 0059 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 5,334.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0060 | (SP)PERMEABLE FRICTION COURSE | 406 5200 | TON | 4,776.000 | 0.000 | 0.000 | $80.50 | $0.00 | $0.00 | |
| 0061 | TACK COAT | 407 0250 | GAL | 14,326.000 | 8,580.000 | 8,580.000 | $2.08 | $0.00 | $17,846.40 | |
| 0062 | PRIME COAT | 408 5774 | GAL | 38,223.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0063 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 10,949.000 | 4,500.060 | 4,500.060 | $45.75 | $0.00 | $205,877.75 | |
| 0064 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 29,363.000 | 18,987.680 | 18,987.680 | $35.00 | $0.00 | $664,568.80 | |
| 0065 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 8,046.000 | 7,045.710 | 7,045.710 | $49.00 | $0.00 | $345,239.79 | |
| 0066 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 2,044.000 | 3,682.340 | 3,682.340 | $35.00 | $0.00 | $128,881.90 | |
| 0067 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 32,328.000 | 28,963.000 | 28,963.000 | $0.06 | $0.00 | $1,737.78 | |
| 0068 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 5,334.000 | 17,824.470 | 17,824.470 | $7.50 | $0.00 | $133,683.53 | |
| 0069 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 1,334.000 | 3,982.040 | 3,982.040 | $129.00 | $0.00 | $513,683.16 | |
| 0070 | COLD MILLING PAVEMENT | 417 5267 | SY | 15,323.000 | 62,255.540 | 62,255.540 | $2.78 | $0.00 | $173,070.40 | |
| 0071 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 7,072.000 | 68,736.310 | 68,736.310 | $1.00 | $0.00 | $68,736.31 | |
| 0072 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 5.000 | 4.000 | 4.000 | $1,500.00 | $0.00 | $6,000.00 | |
| 0073 | JUNCTION BOXES | 611(J) 0487 | CF | 36.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0074 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 16.000 | 16.000 | 16.000 | $120.00 | $0.00 | $1,920.00 | |
| 0075 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 316.000 | 0.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
| 0076 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 4.000 | 0.000 | 0.000 | $755.00 | $0.00 | $0.00 | |
| 0077 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 1,942.000 | 816.000 | 816.000 | $21.00 | $0.00 | $17,136.00 | |
| 0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 1,200.000 | 0.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
| 0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 400.000 | 0.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
| 0080 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0081 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 80,444.000 | 27,875.330 | 27,875.330 | $2.67 | $0.00 | $74,427.13 | |
| 0082 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,606.270 | 3,832.000 | 3,832.000 | $2.50 | $0.00 | $9,580.00 | |
| 0083 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,200.000 | 2,250.000 | 2,250.000 | $14.50 | $0.00 | $32,625.00 | |
| 0084 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 3.000 | 3.000 | $450.00 | $0.00 | $1,350.00 | |
| 0085 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 7.000 | 6.000 | 6.000 | $1,950.00 | $0.00 | $11,700.00 | |
| 0086 | (PL)BRIDGE GUARD RAIL CONNECTION-TYPE A | 623(I) 8675 | EA | 7.000 | 13.000 | 13.000 | $1,150.00 | $0.00 | $14,950.00 | |
| 0087 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 16,164.000 | 13,271.000 | 13,271.000 | $2.51 | $0.00 | $33,310.21 | |
| 0088 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $59,100.00 | $0.00 | $59,100.00 | |
| 0089 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
| 0090 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 4.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0215 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $2,571.22 | $0.00 | $-2,571.22 | |
| 0216 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $6,689.37 | $0.00 | $-6,689.37 | |
| 0219 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $37,040.67 | $0.00 | $37,040.67 | |
| Subtotals For Category 0101/ROADWAY - ADD ALT | $0.00 | $3,262,531.75 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0200/BRIDGE 'A' | ||||||||
| 0091 | APPROACH SLAB | 504(A) 1304 | SY | 182.200 | 182.200 | 182.200 | $180.00 | $0.00 | $32,796.00 | |
| 0092 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $225.00 | $0.00 | $18,900.00 | |
| 0093 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 322.700 | 322.700 | 322.700 | $80.00 | $0.00 | $25,816.00 | |
| 0094 | STRUCTURAL STEEL | 506(A) 1322 | LB | 300.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0095 | CLASS AA CONCRETE | 509(A) 1326 | CY | 122.800 | 122.800 | 122.800 | $575.00 | $0.00 | $70,610.00 | |
| 0096 | CLASS C CONCRETE | 509(D) 1331 | CY | 20.000 | 3.700 | 3.700 | $575.00 | $0.00 | $2,127.50 | |
| 0097 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 21,410.000 | 23,300.000 | 23,300.000 | $1.15 | $0.00 | $26,795.00 | |
| 0098 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $21,300.00 | $0.00 | $21,300.00 | |
| 0099 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $17,600.00 | $0.00 | $17,600.00 | |
| 0100 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 740.000 | 740.000 | 740.000 | $3.50 | $0.00 | $2,590.00 | |
| 0101 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 184.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0102 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 6.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0103 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 20.000 | 20.780 | 20.780 | $400.00 | $0.00 | $8,312.00 | |
| 0104 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0217 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $1,000.00 | $0.00 | $-1,000.00 | |
| 0220 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | -1.000 | -1.000 | $2,043.84 | $0.00 | $-2,043.84 | |
| Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $243,802.66 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0201/BRIDGE 'B' | ||||||||
| 0105 | APPROACH SLAB | 504(A) 1304 | SY | 182.200 | 182.200 | 182.200 | $180.00 | $0.00 | $32,796.00 | |
| 0106 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $225.00 | $0.00 | $18,900.00 | |
| 0107 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 322.700 | 322.700 | 322.700 | $80.00 | $0.00 | $25,816.00 | |
| 0108 | STRUCTURAL STEEL | 506(A) 1322 | LB | 300.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0109 | CLASS AA CONCRETE | 509(A) 1326 | CY | 122.800 | 122.800 | 122.800 | $575.00 | $0.00 | $70,610.00 | |
| 0110 | CLASS C CONCRETE | 509(D) 1331 | CY | 20.000 | 0.000 | 0.000 | $575.00 | $0.00 | $0.00 | |
| 0111 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 21,410.000 | 23,300.000 | 23,300.000 | $1.15 | $0.00 | $26,795.00 | |
| 0112 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $21,300.00 | $0.00 | $21,300.00 | |
| 0113 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $17,600.00 | $0.00 | $17,600.00 | |
| 0114 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 740.000 | 740.000 | 740.000 | $3.50 | $0.00 | $2,590.00 | |
| 0115 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 184.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0116 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 6.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0117 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 20.000 | 20.640 | 20.640 | $400.00 | $0.00 | $8,256.00 | |
| 0118 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0221 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | -1.000 | -1.000 | $1,796.16 | $0.00 | $-1,796.16 | |
| Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $242,866.84 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0202/BRIDGE 'C' - ADD ALT | ||||||||
| 0119 | APPROACH SLAB | 504(A) 1304 | SY | 182.200 | 182.220 | 182.220 | $181.00 | $0.00 | $32,981.82 | |
| 0120 | CONCRETE PARAPET | 504(F) 1381 | LF | 80.000 | 80.000 | 80.000 | $174.00 | $0.00 | $13,920.00 | |
| 0121 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 60.000 | 56.990 | 56.990 | $331.00 | $0.00 | $18,863.69 | |
| 0122 | CLASS C CONCRETE | 509(D) 1331 | CY | 20.000 | 0.000 | 0.000 | $438.00 | $0.00 | $0.00 | |
| 0123 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 467.000 | 466.560 | 466.560 | $14.25 | $0.00 | $6,648.48 | |
| 0124 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $5,850.00 | $0.00 | $5,850.00 | |
| Subtotals For Category 0202/BRIDGE 'C' - ADD ALT | $0.00 | $78,263.99 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0203/BRIDGE 'D' - ADD ALT | ||||||||
| 0125 | APPROACH SLAB | 504(A) 1304 | SY | 182.200 | 182.220 | 182.220 | $181.00 | $0.00 | $32,981.82 | |
| 0126 | CONCRETE PARAPET | 504(F) 1381 | LF | 80.000 | 80.000 | 80.000 | $174.00 | $0.00 | $13,920.00 | |
| 0127 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 60.000 | 38.830 | 38.830 | $331.00 | $0.00 | $12,852.73 | |
| 0128 | CLASS C CONCRETE | 509(D) 1331 | CY | 20.000 | 2.500 | 2.500 | $438.00 | $0.00 | $1,095.00 | |
| 0129 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 467.000 | 466.560 | 466.560 | $14.25 | $0.00 | $6,648.48 | |
| 0130 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $5,850.00 | $0.00 | $5,850.00 | |
| Subtotals For Category 0203/BRIDGE 'D' - ADD ALT | $0.00 | $73,348.03 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0131 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 29,600.000 | 30,044.000 | 30,044.000 | $2.50 | $0.00 | $75,110.00 | |
| 0132 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 29,600.000 | 30,377.000 | 30,377.000 | $24.10 | $0.00 | $732,085.70 | |
| 0133 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 164,256.000 | 192,535.820 | 192,535.820 | $0.07 | $0.00 | $13,477.51 | |
| 0134 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 10,000.000 | 1,684.000 | 1,684.000 | $0.30 | $0.00 | $505.20 | |
| 0135 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 164,256.000 | 126,058.000 | 126,058.000 | $0.05 | $0.00 | $6,302.90 | |
| 0136 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 121,680.000 | 145,971.000 | 145,971.000 | $0.25 | $0.00 | $36,492.75 | |
| 0137 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,170.000 | 569.000 | 569.000 | $1.00 | $0.00 | $569.00 | |
| 0138 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 44,460.000 | 47,190.000 | 47,190.000 | $0.02 | $0.00 | $943.80 | |
| 0139 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,920.000 | 25,195.000 | 25,195.000 | $3.50 | $0.00 | $88,182.50 | |
| 0140 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,800.000 | 21,215.000 | 21,215.000 | $3.50 | $0.00 | $74,252.50 | |
| 0141 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 12,480.000 | 15,331.000 | 15,331.000 | $0.02 | $0.00 | $306.62 | |
| 0142 | WING BARRICADES | 880(C) 8848 | SD | 1,560.000 | 1,220.000 | 1,220.000 | $0.50 | $0.00 | $610.00 | |
| 0143 | VERTICAL PANELS | 880(D) 8854 | SD | 241,800.000 | 1,056.000 | 1,056.000 | $0.02 | $0.00 | $21.12 | |
| 0144 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 28,080.000 | 36,611.000 | 36,611.000 | $0.10 | $0.00 | $3,661.10 | |
| 0145 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 368,940.000 | 76,069.000 | 76,069.000 | $0.02 | $0.00 | $1,521.38 | |
| 0146 | DRUMS | 880(F) 8878 | SD | 127,140.000 | 113,018.000 | 113,018.000 | $0.02 | $0.00 | $2,260.36 | |
| 0147 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 300.000 | 71.000 | 71.000 | $80.00 | $0.00 | $5,680.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $1,041,982.44 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
| 0148 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.280 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0149 | REINFORCING STEEL | 804(B) 2916 | LB | 1,542.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0150 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 90.000 | 94.000 | 94.000 | $14.00 | $0.00 | $1,316.00 | |
| 0151 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 119,198.000 | 122,600.000 | 122,600.000 | $0.40 | $0.00 | $49,040.00 | |
| 0152 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 17,904.000 | 16,620.000 | 16,620.000 | $0.41 | $0.00 | $6,814.20 | |
| 0153 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 2,800.000 | 2,945.000 | 2,945.000 | $0.50 | $0.00 | $1,472.50 | |
| 0154 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 20.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0155 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 7.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $0.00 | $58,642.70 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0302/ADD ALT - TRAFFIC SIGNING & STRIPING | ||||||||
| 0156 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.760 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0157 | REINFORCING STEEL | 804(B) 2916 | LB | 432.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0158 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 30.000 | 38.000 | 38.000 | $14.00 | $0.00 | $532.00 | |
| 0159 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 51,018.000 | 60,458.000 | 60,458.000 | $0.40 | $0.00 | $24,183.20 | |
| 0160 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 7,908.000 | 6,996.000 | 6,996.000 | $0.41 | $0.00 | $2,868.36 | |
| 0161 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 3,000.000 | 3,964.000 | 3,964.000 | $0.50 | $0.00 | $1,982.00 | |
| 0162 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 100.000 | 36.000 | 36.000 | $2.40 | $0.00 | $86.40 | |
| 0163 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 33.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
| 0164 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 3.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| Subtotals For Category 0302/ADD ALT - TRAFFIC SIGNING & STRIPING | $0.00 | $29,651.96 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0303/ADD ALT - TRAFFIC CONTROL | ||||||||
| 0165 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 8,150.000 | 12,657.000 | 12,657.000 | $2.50 | $0.00 | $31,642.50 | |
| 0166 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 8,150.000 | 12,861.000 | 12,861.000 | $40.60 | $0.00 | $522,156.60 | |
| 0167 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 44,084.000 | 73,295.000 | 73,295.000 | $0.07 | $0.00 | $5,130.65 | |
| 0168 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 3,000.000 | 682.000 | 682.000 | $0.30 | $0.00 | $204.60 | |
| 0169 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 44,084.000 | 29,029.000 | 29,029.000 | $0.05 | $0.00 | $1,451.45 | |
| 0170 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 3,465.000 | 67,547.000 | 67,547.000 | $0.25 | $0.00 | $16,886.75 | |
| 0171 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 135.000 | 614.000 | 614.000 | $1.00 | $0.00 | $614.00 | |
| 0172 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,350.000 | 25,582.000 | 25,582.000 | $0.02 | $0.00 | $511.64 | |
| 0173 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 315.000 | 18,821.000 | 18,821.000 | $3.50 | $0.00 | $65,873.50 | |
| 0174 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 225.000 | 13,536.000 | 13,536.000 | $3.50 | $0.00 | $47,376.00 | |
| 0175 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 360.000 | 14,418.000 | 14,418.000 | $0.02 | $0.00 | $288.36 | |
| 0176 | WING BARRICADES | 880(C) 8848 | SD | 180.000 | 1,220.000 | 1,220.000 | $0.50 | $0.00 | $610.00 | |
| 0177 | VERTICAL PANELS | 880(D) 8854 | SD | 7,695.000 | 1,056.000 | 1,056.000 | $0.02 | $0.00 | $21.12 | |
| 0178 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 810.000 | 37,651.000 | 37,651.000 | $0.10 | $0.00 | $3,765.10 | |
| 0179 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 12,060.000 | 55,939.000 | 55,939.000 | $0.02 | $0.00 | $1,118.78 | |
| 0180 | DRUMS | 880(F) 8878 | SD | 4,365.000 | 70,761.000 | 70,761.000 | $0.02 | $0.00 | $1,415.22 | |
| 0181 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 300.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
| Subtotals For Category 0303/ADD ALT - TRAFFIC CONTROL | $0.00 | $699,066.27 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0304/CABLE BARRIER | ||||||||
| 0182 | CLASS AA CONCRETE | 509(A) 0319 | CY | 46.420 | 223.480 | 223.480 | $500.00 | $0.00 | $111,740.00 | |
| 0183 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 24.000 | 17.000 | 17.000 | $1,500.00 | $0.00 | $25,500.00 | |
| 0184 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 2,800.000 | 5,615.000 | 5,615.000 | $7.87 | $0.00 | $44,190.05 | |
| 0185 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 2,800.000 | 12,980.000 | 12,980.000 | $2.00 | $0.00 | $25,960.00 | |
| 0186 | REMOVAL OF CABLE BARRIER | 628 5190 | LF | 2,800.000 | 15,561.000 | 15,561.000 | $10.00 | $0.00 | $155,610.00 | |
| Subtotals For Category 0304/CABLE BARRIER | $0.00 | $363,000.05 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0305/ADD ALT - CABLE BARRIER | ||||||||
| 0187 | CLASS AA CONCRETE | 509(A) 0319 | CY | 19.900 | 121.560 | 121.560 | $500.00 | $0.00 | $60,780.00 | |
| 0188 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 6.000 | 12.000 | 12.000 | $1,500.00 | $0.00 | $18,000.00 | |
| 0189 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 1,200.000 | 3,951.000 | 3,951.000 | $7.87 | $0.00 | $31,094.37 | |
| 0190 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 1,200.000 | 5,264.000 | 5,264.000 | $2.00 | $0.00 | $10,528.00 | |
| 0191 | REMOVAL OF CABLE BARRIER | 628 5190 | LF | 1,200.000 | 7,184.000 | 7,184.000 | $10.00 | $0.00 | $71,840.00 | |
| Subtotals For Category 0305/ADD ALT - CABLE BARRIER | $0.00 | $192,242.37 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0600/STAKING | ||||||||
| 0192 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $117,700.00 | $0.00 | $117,700.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $117,700.00 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0640/CONSTRUCTION | ||||||||
| 0193 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
| 0194 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,063,500.00 | $0.00 | $1,063,500.00 | |
| 0195 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $152,000.00 | $0.00 | $152,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,223,000.00 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0850/Non ARRA Funding | ||||||||
| 0197 | (SP)GEOGRID EARTH REINFORCEMENT | 246(A) 7041 | SY | 0.000 | 179,657.940 | 179,657.940 | $5.37 | $0.00 | $964,763.14 | |
| 0198 | MACHINE GRADING | 209 0120 | STA | 0.000 | 323.830 | 323.830 | $945.87 | $0.00 | $306,301.08 | |
| 0199 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 214,000.000 | 214,000.000 | $0.14 | $0.00 | $29,960.00 | |
| 0200 | (SP)ASPH.CONC.,TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 0.000 | 26,791.430 | 26,791.430 | $5.02 | $0.00 | $134,492.98 | |
| 0201 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 0.000 | 12,106.770 | 12,106.770 | $6.59 | $0.00 | $79,783.61 | |
| 0202 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 0.000 | 68,736.310 | 68,736.310 | $1.44 | $0.00 | $98,980.28 | |
| 0204 | AGGREGATE BASE | 303 5912 | TON | 0.000 | 7,887.650 | 7,887.650 | $23.12 | $0.00 | $182,362.47 | |
| 0205 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,575.00 | $0.00 | $1,575.00 | |
| 0207 | NEGOTIATED SETTLEMENT OF CONTR'S CLAIM | 109 1100 | LSUM | 0.000 | 1.000 | 1.000 | $556,573.80 | $0.00 | $556,573.80 | |
| 0209 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 0.000 | 12,007.000 | 12,007.000 | $0.56 | $0.00 | $6,723.92 | |
| 0210 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 0.000 | 1,649.000 | 1,649.000 | $28.36 | $0.00 | $46,765.64 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $2,408,281.92 | ||||||||
| Fed/State Project Number: IM-STIM(019) | Project: 24432(07) | Category: 0900/Federal Non Participating | ||||||||
| 0196 | FIELD OFFICE | 640 1426 | EA | 0.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0208 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $49,742.37 | $0.00 | $49,742.37 | |
| Subtotals For Category 0900/Federal Non Participating | $0.00 | $64,742.37 | ||||||||
| Subtotals For Project IM-STIM(019) /24432(07) | $0.00 | $25,087,577.05 | ||||||||