| Contract ID: | 090182 | Estimate Number: | 0020 , Final | Spec Year: | 1999 | |||
| Primary JP: | 13626(06) | Residency: | WEWOKA (03300) | Contract No: | 411317 | |||
| Date Created: | 05/20/2011 | Contractor FEI: | 420364440 | Account No: | 400300 |
| Project Number(s): | IM-STIM(011) | ||||||||
| Contract Description: | RECONSTRUCT (CONCRETE) - NO ADDED LANES I-40: FROM 4.0 MILES EAST OF SH-99, EXTEND EAST. PROJECT LENGTH = 2.473. | ||||||||
| Primary County: | SEMINOLE | ||||||||
| Name of Road: | I-40 | ||||||||
| Prime Contractor: | KOSS CONSTRUCTION COMPANY & SUBSIDIARY | Time Charged: | 205.00 | ||||||
| 5830 SW DRURY LANE | Time Allowed: | 248.00 | |||||||
| TOPEKA , KS 66604 | Percent Time: | 82.66 % | |||||||
| Paid To Date: | $9,553,646.00 | Payable This Statement: | $-22,846.76 |
| 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: | 090182 | Estimate Number: | 0020 | Contract No: | 411317 | |||
| Residency: | WEWOKA (03300) | Estimate Type: | Final | Account No: | 400300 | |||
| Project Number(s): | IM-STIM(011) | ||||||||||||
| Primary Job Piece No: | 13626(06) | ||||||||||||
| Contract Description: | RECONSTRUCT (CONCRETE) - NO ADDED LANES I-40: FROM 4.0 MILES EAST OF SH-99, EXTEND EAST. PROJECT LENGTH = 2.473. | ||||||||||||
| Primary County: | SEMINOLE | ||||||||||||
| Name of Road: | I-40 | ||||||||||||
| Prime Contractor: | KOSS CONSTRUCTION COMPANY & SUBSIDIARY | ||||||||||||
| 5830 SW DRURY LANE | |||||||||||||
| TOPEKA , KS 66604 | |||||||||||||
| Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 05/14/2009 | NTP Effective Date: | 07/13/2009 | Pay Period: | 01/06/2011 TO 05/20/2011 |
| Date Awarded: | 05/19/2009 | Date Work Began: | 07/07/2009 | Original Contract Time: | 200 |
| Date Contract Executed: | 06/03/2009 | Date Time Stopped: | 01/27/2010 | Current Time Charged: | 205.00 |
| Date NTP Issued: | 06/12/2009 | Completion Date: | 01/27/2010 | Current Time Allowed: | 248.00 |
| General Liability Expires: | 02/01/2012 | Workman's Comp Expires: | 02/01/2012 | Percent Time Used: | 82.66 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $9,724,011.03 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $9,882,380.61 | Participating: | $9,331,499.02 | $9,331,499.02 | $0.00 | ||
| Percent Complete: | 98.25 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $170,365.03 | Non ARRA: | $392,512.04 | $392,512.04 | $0.00 | ||
| Unearned Balance: | $328,734.61 | Total Earnings: | $9,724,011.06 | $9,724,011.06 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $9,724,011.06 | $9,724,011.06 | $0.00 | ||||
| Other Adjustments: | $-35,365.06 | $-12,518.30 | $-22,846.76 | ||||
| Liq Dam/Disincentive: | $-135,000.00 | $-135,000.00 | $0.00 | ||||
| TOTAL: | $9,553,646.00 | $9,576,492.76 | $-22,846.76 | ||||
| Contract ID: | 090182 | Estimate Number: | 0020 | Primary JP: | 13626(06) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | To change Uncl. Excavation to Plan Quantity. | Approved | 07/20/2009 | 0.0 | $0.00 |
| 002 | Adding Five(5) new items to the contract | Approved | 11/03/2009 | 0.0 | $74,121.75 |
| 003 | Increase the price for Bridge Parapet. | Approved | 11/03/2009 | 0.0 | $6,361.01 |
| 004 | Adding one (1) new item to the contract. | Approved | 03/02/2010 | 0.0 | $1,947.75 |
| 005 | Adding Days to B Time | Approved | 03/18/2010 | 3.0 | $0.00 |
| 006 | Final Quantity Change Order | Approved | 03/15/2011 | 0.0 | $-240,800.09 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 13626(06) | 0034 | Stockpiled Material Closure | 0012 | $0.01 | |
| 13626(06) | 0034 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Initial Payment | 0008 | $89,116.75 |
| 13626(06) | 0034 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Adjustment | 0008 | $-16,702.91 |
| 13626(06) | 0034 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Adjustment | 0009 | $-27,803.60 |
| 13626(06) | 0034 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Adjustment | 0012 | $-44,610.25 |
| 13626(06) | 0035 | Thrie Beam Bridge Connection-Type A | Stockpiled Material Adjustment | 0009 | $-1,382.00 |
| 13626(06) | 0035 | Thrie Beam Bridge Connection-Type A | Stockpiled Material Adjustment | 0008 | $-1,382.00 |
| 13626(06) | 0035 | Thrie Beam Bridge Connection-Type A | Stockpiled Material Adjustment | 0012 | $-2,764.00 |
| 13626(06) | 0035 | Thrie Beam Bridge Connection-Type A | Stockpiled Material Initial Payment | 0008 | $5,528.00 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | |||||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Milestone Adjust. (Prog. Est. Only) | 0018 | $22,500.00 |
| Smoothness Deduction | 0020 | $-22,846.76 | Subtotals For Contract Adjustments | $-346.76 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 13626(06) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | -6.58 | $1.62 | $-10.69 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-3,563.13 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-6,531.25 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-4,354.16 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-1,216.99 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-2,394.34 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-1,979.17 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-6,531.25 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0014 | 0.00 | $0.00 | $-1,979.17 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0014 | 0.00 | $0.00 | $-1,583.33 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0014 | 0.00 | $0.00 | $-518.28 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0014 | 0.00 | $0.00 | $-517.68 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $518.28 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $-2,450.00 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $1,583.33 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $-2,041.67 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $1,979.17 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $-6,737.50 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $6,531.25 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $-2,450.00 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $1,979.17 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $-4,491.67 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $4,354.16 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $-6,737.50 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $-2,407.13 |
| 13626(06) | 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0019 | 0.00 | $0.00 | $6,531.25 | Subtotals For Line Item Adjustments | $-35,018.30 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | TIME 'B' BID | 136.00 | 151.00 | $7,500.00 | $-135,000.00 | ||||
| Contract ID: | 090182 | Estimate Number: | 0020 | Primary JP: | 13626(06) | |||
| 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(011) | Project: 13626(06) | Category: 0100/ROADWAY - IM-STIM(011) | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 40,024.000 | 40,024.000 | 40,024.000 | $4.40 | $0.00 | $176,105.60 | |
| 0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 15,531.000 | 15,531.000 | 15,531.000 | $4.40 | $0.00 | $68,336.40 | |
| 0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,800.000 | 3,702.000 | 3,702.000 | $2.00 | $0.00 | $7,404.00 | |
| 0004 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 5.000 | 0.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
| 0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 455.000 | 0.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 61,327.000 | 72,970.280 | 72,970.280 | $1.50 | $0.00 | $109,455.42 | |
| 0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 12.670 | 1.710 | 1.710 | $400.00 | $0.00 | $684.00 | |
| 0008 | MOWING | 241 2832 | AC | 12.670 | 0.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
| 0009 | (SP)FLY ASH | 327(A) 4200 | TON | 6,440.000 | 0.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
| 0010 | (SP)LIME | 327(D) 4230 | TON | 217.000 | 297.550 | 297.550 | $146.00 | $0.00 | $43,442.30 | |
| 0011 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 133,487.000 | 146,864.560 | 146,864.560 | $2.65 | $0.00 | $389,191.10 | |
| 0012 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 21,432.000 | 30,676.890 | 30,676.890 | $1.00 | $0.00 | $30,676.89 | |
| 0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,517.000 | 1,498.710 | 1,498.710 | $28.00 | $0.00 | $41,963.88 | |
| 0014 | PRIME COAT | 408 5774 | GAL | 20,219.000 | 20,228.730 | 20,228.730 | $2.00 | $0.00 | $40,457.46 | |
| 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 22,697.000 | 21,473.290 | 21,473.290 | $61.60 | $0.00 | $1,322,754.66 | |
| 0016 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 52,235.000 | 51,626.000 | 51,626.000 | $0.18 | $0.00 | $9,292.68 | |
| 0017 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 57,956.000 | 57,609.680 | 57,609.680 | $12.50 | $0.00 | $720,121.01 | |
| 0018 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 76,264.000 | 75,010.000 | 75,010.000 | $13.75 | $0.00 | $1,031,387.51 | |
| 0019 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 43,522.000 | 43,224.880 | 43,224.880 | $78.00 | $0.00 | $3,371,540.64 | |
| 0020 | COLD MILLING PAVEMENT | 417 5267 | SY | 11,733.000 | 10,078.570 | 10,078.570 | $3.98 | $0.00 | $40,112.71 | |
| 0021 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 4.000 | 0.000 | 0.000 | $2,765.00 | $0.00 | $0.00 | |
| 0022 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 500.000 | 0.000 | 0.000 | $51.00 | $0.00 | $0.00 | |
| 0023 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 100.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
| 0024 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 2.000 | 0.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
| 0025 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 4.000 | 0.000 | 0.000 | $2,300.00 | $0.00 | $0.00 | |
| 0026 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 1,855.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0027 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 619.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0028 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 557.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0029 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 0.000 | 0.000 | $1,260.00 | $0.00 | $0.00 | |
| 0030 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 122,783.000 | 91,831.890 | 91,831.890 | $1.50 | $0.00 | $137,747.84 | |
| 0031 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 38,844.000 | 34,011.570 | 34,011.570 | $1.50 | $0.00 | $51,017.36 | |
| 0032 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 10,138.000 | 12,322.000 | 12,322.000 | $1.55 | $0.00 | $19,099.10 | |
| 0033 | SAWING PAVEMENT | 619(C) 0924 | LF | 20,094.000 | 1,714.000 | 1,714.000 | $0.01 | $0.00 | $17.14 | |
| 0034 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 10,737.500 | 10,887.500 | 10,887.500 | $14.37 | $0.00 | $156,453.38 | |
| 0035 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 8.000 | $2,060.00 | $0.00 | $16,480.00 | |
| 0036 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 24.000 | 20.000 | 20.000 | $721.00 | $0.00 | $14,420.00 | |
| 0037 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 2.000 | $3,090.00 | $0.00 | $6,180.00 | |
| Subtotals For Category 0100/ROADWAY - IM-STIM(011) | $0.00 | $7,804,341.08 | ||||||||
| Fed/State Project Number: IM-STIM(011) | Project: 13626(06) | Category: 0200/BRIDGE "A" - IM-STIM(011) | ||||||||
| 0038 | COLD MILLING PAVEMENT | 417 5267 | SY | 429.000 | 432.780 | 432.780 | $18.45 | $0.00 | $7,984.79 | |
| 0039 | APPROACH SLAB | 504(A) 1304 | SY | 208.000 | 208.000 | 208.000 | $208.00 | $0.00 | $43,264.00 | |
| 0040 | CONCRETE PARAPET | 504(F) 1381 | LF | 295.800 | 0.000 | 0.000 | $55.89 | $0.00 | $0.00 | |
| 0041 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.800 | 76.400 | 76.400 | $38.55 | $0.00 | $2,945.22 | |
| 0042 | LATEX MODIFIED BRIDGE DECK OVERLAY | 505(D) 6087 | SY | 429.000 | 432.780 | 432.780 | $94.48 | $0.00 | $40,889.05 | |
| 0043 | HYDRODEMOLITION | 505(G) 1000 | SY | 429.000 | 432.780 | 432.780 | $68.87 | $0.00 | $29,805.56 | |
| 0044 | CLASS C CONCRETE | 509(D) 0325 | CY | 40.000 | 8.770 | 8.770 | $298.00 | $0.00 | $2,613.46 | |
| 0045 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 125.000 | 125.000 | 125.000 | $32.00 | $0.00 | $4,000.00 | |
| Subtotals For Category 0200/BRIDGE "A" - IM-STIM(011) | $0.00 | $131,502.08 | ||||||||
| Fed/State Project Number: IM-STIM(011) | Project: 13626(06) | Category: 0201/BRIDGE "B" - IM-STIM(011) | ||||||||
| 0046 | COLD MILLING PAVEMENT | 417 5267 | SY | 429.000 | 430.670 | 430.670 | $18.45 | $0.00 | $7,945.86 | |
| 0047 | APPROACH SLAB | 504(A) 1304 | SY | 179.400 | 179.400 | 179.400 | $208.00 | $0.00 | $37,315.20 | |
| 0048 | CONCRETE PARAPET | 504(F) 1381 | LF | 283.000 | 0.000 | 0.000 | $55.89 | $0.00 | $0.00 | |
| 0049 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.000 | 76.000 | 76.000 | $38.55 | $0.00 | $2,929.80 | |
| 0050 | LATEX MODIFIED BRIDGE DECK OVERLAY | 505(D) 6087 | SY | 429.000 | 430.670 | 430.670 | $94.48 | $0.00 | $40,689.70 | |
| 0051 | HYDRODEMOLITION | 505(G) 1000 | SY | 429.000 | 430.670 | 430.670 | $68.87 | $0.00 | $29,660.24 | |
| 0052 | CLASS C CONCRETE | 509(D) 0325 | CY | 40.000 | 8.720 | 8.720 | $298.00 | $0.00 | $2,598.56 | |
| 0053 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 119.000 | 119.000 | 119.000 | $32.00 | $0.00 | $3,808.00 | |
| Subtotals For Category 0201/BRIDGE "B" - IM-STIM(011) | $0.00 | $124,947.36 | ||||||||
| Fed/State Project Number: IM-STIM(011) | Project: 13626(06) | Category: 0300/TRAFFIC SIGNING & STRIPING - IM-STIM(011) | ||||||||
| 0054 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 17,200.000 | 17,098.000 | 17,098.000 | $2.50 | $0.00 | $42,745.00 | |
| 0055 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 17,200.000 | 17,198.000 | 17,198.000 | $29.65 | $0.00 | $509,920.70 | |
| 0056 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 54,000.000 | 181,159.000 | 181,159.000 | $0.20 | $0.00 | $36,231.80 | |
| 0057 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 7,890.000 | 6,317.000 | 6,317.000 | $0.35 | $0.00 | $2,210.95 | |
| 0058 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 34,500.000 | 128,121.000 | 128,121.000 | $0.10 | $0.00 | $12,812.10 | |
| 0059 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 900.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0060 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 17,100.000 | 13,444.000 | 13,444.000 | $0.30 | $0.00 | $4,033.20 | |
| 0061 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 300.000 | 306.000 | 306.000 | $22.00 | $0.00 | $6,732.00 | |
| 0062 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,000.000 | 3,756.000 | 3,756.000 | $0.90 | $0.00 | $3,380.40 | |
| 0063 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,000.000 | 9,290.000 | 9,290.000 | $1.25 | $0.00 | $11,612.50 | |
| 0064 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,500.000 | 4,775.000 | 4,775.000 | $0.35 | $0.00 | $1,671.25 | |
| 0065 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,500.000 | 3,060.000 | 3,060.000 | $0.15 | $0.00 | $459.00 | |
| 0066 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 824.000 | 824.000 | $5.00 | $0.00 | $4,120.00 | |
| 0067 | VERTICAL PANELS | 880(D) 8854 | SD | 41,500.000 | 23,699.000 | 23,699.000 | $0.28 | $0.00 | $6,635.72 | |
| 0068 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 17,000.000 | 9,450.000 | 9,450.000 | $0.03 | $0.00 | $283.50 | |
| 0069 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 58,500.000 | 15,497.000 | 15,497.000 | $0.04 | $0.00 | $619.88 | |
| 0070 | DRUMS | 880(F) 8878 | SD | 17,000.000 | 34,880.000 | 34,880.000 | $0.40 | $0.00 | $13,952.00 | |
| 0071 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 600.000 | 273.000 | 273.000 | $80.00 | $0.00 | $21,840.00 | |
| 0072 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 600.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC SIGNING & STRIPING - IM-STIM(011) | $0.00 | $679,260.00 | ||||||||
| Fed/State Project Number: IM-STIM(011) | Project: 13626(06) | Category: 0301/TRAFFIC - IM-STIM(011) | ||||||||
| 0073 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 46.000 | 43.000 | 43.000 | $15.00 | $0.00 | $645.00 | |
| 0074 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 60,800.000 | 53,062.000 | 53,062.000 | $0.25 | $0.00 | $13,265.50 | |
| 0075 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 16,368.000 | 14,280.000 | 14,280.000 | $0.60 | $0.00 | $8,568.00 | |
| 0076 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 6.000 | 14.000 | 14.000 | $50.00 | $0.00 | $700.00 | |
| Subtotals For Category 0301/TRAFFIC - IM-STIM(011) | $0.00 | $23,178.50 | ||||||||
| Fed/State Project Number: IM-STIM(011) | Project: 13626(06) | Category: 0600/STAKING - IM-STIM(011) | ||||||||
| 0077 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $49,770.00 | $0.00 | $49,770.00 | |
| Subtotals For Category 0600/STAKING - IM-STIM(011) | $0.00 | $49,770.00 | ||||||||
| Fed/State Project Number: IM-STIM(011) | Project: 13626(06) | Category: 0640/CONSTRUCTION - IM-STIM(011) | ||||||||
| 0078 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0079 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0080 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $443,500.00 | $0.00 | $443,500.00 | |
| 0081 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION - IM-STIM(011) | $0.00 | $518,500.00 | ||||||||
| Fed/State Project Number: IM-STIM(011) | Project: 13626(06) | Category: 0850/Non ARRA Funding | ||||||||
| 8001 | (SP)ASPH.CONC.,TYPE S4(PATCH)(PG64-22OK) | 411(S4) 6310 | TON | 0.000 | 19.660 | 19.660 | $755.64 | $0.00 | $14,855.88 | |
| 8002 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 223.940 | 223.940 | $38.52 | $0.00 | $8,626.17 | |
| 8003 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $5,250.00 | $0.00 | $5,250.00 | |
| 8004 | (PL)REMOVE AND RESET GUARD RAIL | 625(G) 1270 | LF | 0.000 | 3,700.500 | 3,700.500 | $11.50 | $0.00 | $42,555.75 | |
| 8005 | (PL)REMOVE & RESET G.E.T. G/ R END SECT. | 890A/B 8762 | EA | 0.000 | 6.000 | 6.000 | $551.25 | $0.00 | $3,307.50 | |
| 8006 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 5,234.350 | 5,234.350 | $53.00 | $0.00 | $277,420.55 | |
| 8007 | CONCRETE PARAPET | 504(F) 1381 | LF | 0.000 | 295.800 | 295.800 | $66.88 | $0.00 | $19,783.10 | |
| 8008 | CONCRETE PARAPET | 504(F) 1381 | LF | 0.000 | 283.000 | 283.000 | $66.88 | $0.00 | $18,927.04 | |
| 8009 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 0.000 | 243.000 | 243.000 | $7.35 | $0.00 | $1,786.05 | |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $392,512.04 | ||||||||
| Subtotals For Project IM-STIM(011) /13626(06) | $0.00 | $9,724,011.06 | ||||||||