Contract ID: | 100313 | Estimate Number: | 0059 , Final | Spec Year: | 1999 | |||
Primary JP: | 17428(32) | Residency: | OKLAHOMA CITY (04600) | Contract No: | 610333 | |||
Date Created: | 01/23/2015 | Contractor FEI: | 731297069 | Account No: | 400400 |
Project Number(s): | IMY-0040-4(432)152 SS, OKCY-XTWN(015)TI, SEC115-155N(806)SG | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE. I-40/CITY STREETS: WEST RENO AVE. AND SOUTH LINCOLN BLVD. INTERSECTION; AND SOUTH LINCOLN BLVD. OVER I-40. I-40: FROM O.K.C. CANAL, EXTEND EAST. PROJECT LENGTH = 1.024 MILES. | ||||||||
Primary County: | OKLAHOMA | ||||||||
Name of Road: | I-40 / CITY STREETS | ||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | Time Charged: | N/A | ||||||
1100 South Eastern | Time Allowed: | N/A | |||||||
OKLAHOMA CITY , OK 73129 | Percent Time: | N/A |
Paid To Date: | $28,254,284.49 | Payable This Statement: | $302,333.63 |
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. |
ALLEN CONTRACTING, INC. |
_________________________________________________ |
Affiant Signature |
_________________________________________________ |
Affiant Printed Name |
PE Seal |
_________________________________________________ |
Affiant Company Position |
Subscribed and sworn to before me this ______ day of ____________, 20____ |
My Commission Number: ____________ My Commission Expires: ______________ |
_________________________________________________ |
_________________________________________________ |
Professional Engineer Signature |
Oklahoma Department of Transportation |
Corporate Seal |
Notary Seal |
Contract ID: | 100313 | Estimate Number: | 0059 | Contract No: | 610333 | |||
Residency: | OKLAHOMA CITY (04600) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | IMY-0040-4(432)152 SS, OKCY-XTWN(015)TI, SEC115-155N(806)SG | ||||||||||||
Primary Job Piece No: | 17428(32) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE. I-40/CITY STREETS: WEST RENO AVE. AND SOUTH LINCOLN BLVD. INTERSECTION; AND SOUTH LINCOLN BLVD. OVER I-40. I-40: FROM O.K.C. CANAL, EXTEND EAST. PROJECT LENGTH = 1.024 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 / CITY STREETS | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 07/22/2010 | NTP Effective Date: | 12/01/2012 | Pay Period: | 04/10/2014 TO 11/30/2014 |
Date Awarded: | 08/10/2010 | Date Work Began: | 10/11/2010 | Original Contract Time: | N/A |
Date Contract Executed: | 08/27/2010 | Date Time Stopped: | 12/27/2012 | Current Time Charged: | N/A |
Date NTP Issued: | 09/14/2010 | Completion Date: | 12/27/2012 | Current Time Allowed: | N/A |
General Liability Expires: | 09/01/2015 | Workman's Comp Expires: | 09/01/2015 | Percent Time Used: | N/A |
Specification Year: | 1999 | FIXED COMPLETION DATE: | 12/27/2012 | ||
Bid Amount: | $28,127,553.86 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $30,021,937.37 | Participating: | $27,247,491.10 | $26,945,157.47 | $302,333.63 | ||
Percent Complete: | 94.11 % | Non Participating: | $1,005,921.37 | $1,005,921.37 | $0.00 | ||
Unearned Balance: | $1,767,652.88 | Total Earnings: | $28,253,412.47 | $27,951,078.84 | $302,333.63 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $28,253,412.47 | $27,951,078.84 | $302,333.63 | ||||
Other Adjustments: | $872.02 | $872.02 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $28,254,284.49 | $27,951,950.86 | $302,333.63 |
Contract ID: | 100313 | Estimate Number: | 0059 | Primary JP: | 17428(32) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Additional Work/Quantities for Retaining Wall 32 | Approved | 12/06/2011 | 0.0 | $871,354.96 |
002 | Ewrk to Plan Quantity & Lateral swap from OGBB to OGPCCB | Approved | 12/06/2011 | 0.0 | $53,959.68 |
004 | Addition of Internal Milestone Special Provision | Approved | 01/20/2012 | 0.0 | $0.00 |
005 | Additional Internal Milestone WB Partial Completion | Approved | 02/07/2012 | 0.0 | $0.00 |
006 | Milestone incentive & High Mast Tower transport | Approved | 06/04/2012 | 0.0 | $809,786.25 |
007 | 24" Jack Pipe at Ramp P | Approved | 10/09/2012 | 0.0 | $55,574.40 |
008 | Wiring & Conduit for High Mast Lighting | Approved | 08/13/2013 | 0.0 | $61,529.00 |
009 | Powder Coating of Monotube Str. & Add'l Traffic Items | Approved | 04/08/2014 | 0.0 | $42,179.22 |
010 | Reduction of Temporary Sheet Piling | Approved | 07/07/2014 | 0.0 | $-167,500.00 |
011 | Final Quantity Change Order | Approved | 10/28/2014 | 0.0 | $-1,601,024.93 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0022 | $-15,096.70 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0018 | $-3,972.24 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0019 | $-647.43 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0026 | $-1,660.38 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0017 | $-12,421.42 |
17428(32) | 0023 | NOMATS | Stockpiled Material Initial Payment | 0017 | $33,798.16 |
17428(32) | 0028 | (pl) special conc. finish | Stockpiled Material Adjustment | 0032 | $-7,977.95 |
17428(32) | 0028 | (pl) special conc. finish | Stockpiled Material Closure | 0053 | $-1,895.00 |
17428(32) | 0028 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $9,872.95 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0022 | $-5,179.62 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-1,798.36 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-13,356.78 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0014 | $18,536.40 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0019 | $-7,997.48 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0020 | $-4,838.16 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0014 | $14,634.00 |
17428(32) | 0091 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0016 | $16,722.61 |
17428(32) | 0091 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0026 | $-16,722.61 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0017 | $-571,887.36 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0013 | $1,053,782.40 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-481,895.04 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0025 | $-279,986.52 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-88,117.48 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0017 | $368,104.00 |
17428(32) | 0094 | (pl) special conc. finish | Stockpiled Material Adjustment | 0029 | $-27,427.68 |
17428(32) | 0094 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $27,427.68 |
17428(32) | 0098 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-4,293.90 |
17428(32) | 0098 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0016 | $4,430.01 |
17428(32) | 0098 | RSTL FABS (AML)(IA) | Stockpiled Material Closure | 0052 | $-136.11 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0017 | $-8,906.50 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0016 | $17,562.49 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-6,011.30 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-2,644.69 |
17428(32) | 0105 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0020 | $-14,735.64 |
17428(32) | 0105 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0016 | $14,735.64 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Initial Payment | 0018 | $22,262.24 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Initial Payment | 0018 | $12,773.28 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0019 | $-10,814.77 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0022 | $-7,404.80 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Closure | 0052 | $-747.47 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0041 | $-3,980.18 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0047 | $-6,256.64 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0048 | $-1,788.99 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0041 | $-4,042.67 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Closure | 0052 | $-3,670.00 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-10,956.00 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0018 | $31,694.40 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0018 | $61,425.00 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0026 | $-20,738.40 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0026 | $-12,129.88 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0033 | $-22,811.93 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0042 | $-22,813.19 |
17428(34) | 0029 | NOMATS | Stockpiled Material Closure | 0052 | $-13,208.24 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0022 | $-4,049.76 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0046 | $-1,369.27 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0046 | $-5,556.31 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0033 | $-13,060.02 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0032 | $-4,753.44 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0047 | $-1,623.71 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0048 | $-6,614.16 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0029 | $-11,932.17 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0027 | $-38,531.66 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0024 | $-8,857.86 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0023 | $-2,204.25 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0045 | $-22,065.99 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0050 | $-6,170.64 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0020 | $-1,002.17 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0019 | $-6,738.99 |
17428(34) | 0029 | NOMATS | Stockpiled Material Initial Payment | 0017 | $114,565.59 |
17428(34) | 0029 | NOMATS | Stockpiled Material Initial Payment | 0017 | $33,173.06 |
17428(34) | 0033 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $69,665.40 |
17428(34) | 0033 | (pl) special conc. finish | Stockpiled Material Adjustment | 0032 | $-31,052.70 |
17428(34) | 0033 | (pl) special conc. finish | Stockpiled Material Closure | 0053 | $-18,827.27 |
17428(34) | 0033 | (pl) special conc. finish | Stockpiled Material Adjustment | 0049 | $-19,785.43 |
17428(34) | 0086 | (pl) speical conc. finish | Stockpiled Material Adjustment | 0049 | $-6,088.55 |
17428(34) | 0086 | (pl) speical conc. finish | Stockpiled Material Closure | 0053 | $-2,337.40 |
17428(34) | 0086 | (pl) speical conc. finish | Stockpiled Material Initial Payment | 0021 | $8,425.95 |
17428(34) | 0102 | (pl) special conc. finish | Stockpiled Material Adjustment | 0032 | $-37,860.48 |
17428(34) | 0102 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $37,860.48 |
17428(34) | 0132 | (pl) speical conc. finish | Stockpiled Material Initial Payment | 0021 | $25,259.00 |
17428(34) | 0132 | (pl) speical conc. finish | Stockpiled Material Adjustment | 0032 | $-25,259.00 |
17428(34) | 0146 | (PL)OVHD.SN.STR.WLKWAY&HANDRAIL-INTER | Stockpiled Material Initial Payment | 0049 | $16,591.50 |
17428(34) | 0146 | (PL)OVHD.SN.STR.WLKWAY&HANDRAIL-INTER | Stockpiled Material Adjustment | 0051 | $-16,591.50 |
17428(34) | 0147 | (PL)OVHD.SN.STR.WLKWAY&HANDRAIL-EXTR | Stockpiled Material Adjustment | 0051 | $-16,255.50 |
17428(34) | 0147 | (PL)OVHD.SN.STR.WLKWAY&HANDRAIL-EXTR | Stockpiled Material Initial Payment | 0049 | $16,255.50 |
17428(34) | 0151 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.90' | Stockpiled Material Closure | 0052 | $-12,709.67 |
17428(34) | 0151 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.90' | Stockpiled Material Adjustment | 0051 | $-25,419.36 |
17428(34) | 0151 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.90' | Stockpiled Material Initial Payment | 0049 | $50,838.71 |
17428(34) | 0151 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.90' | Stockpiled Material Adjustment | 0049 | $-12,709.68 |
17428(34) | 0152 | OVHD.SN.STR.TYPEC-1ALUM./G.STL.100' | Stockpiled Material Initial Payment | 0049 | $54,901.69 |
17428(34) | 0152 | OVHD.SN.STR.TYPEC-1ALUM./G.STL.100' | Stockpiled Material Adjustment | 0051 | $-54,901.69 |
17428(34) | 0160 | (PL)Impact Attenuator | Stockpiled Material Initial Payment | 0030 | $16,148.62 |
17428(34) | 0160 | (PL)Impact Attenuator | Stockpiled Material Adjustment | 0051 | $-16,148.62 |
17428(34) | 0171 | (pl) roadway luminaire | Stockpiled Material Adjustment | 0033 | $-5,551.00 |
17428(34) | 0171 | (pl) roadway luminaire | Stockpiled Material Adjustment | 0051 | $-427.00 |
17428(34) | 0171 | (pl) roadway luminaire | Stockpiled Material Initial Payment | 0021 | $5,978.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Adjustment | 0029 | $-1,845.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Adjustment | 0027 | $-2,460.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Adjustment | 0049 | $-1,845.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Closure | 0052 | $-410.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Initial Payment | 0021 | $6,560.00 |
17428(34) | 0173 | high mast luminaire | Stockpiled Material Initial Payment | 0021 | $23,800.00 |
17428(34) | 0173 | high mast luminaire | Stockpiled Material Adjustment | 0048 | $-11,900.00 |
17428(34) | 0173 | high mast luminaire | Stockpiled Material Adjustment | 0031 | $-8,330.00 |
17428(34) | 0173 | high mast luminaire | Stockpiled Material Adjustment | 0033 | $-3,570.00 |
17428(34) | 0179 | 140' High mast pole (g.stl.) | Stockpiled Material Initial Payment | 0028 | $8,919.00 |
17428(34) | 0179 | 140' High mast pole (g.stl.) | Stockpiled Material Adjustment | 0048 | $-8,919.00 |
17428(34) | 0180 | 150' High Mast Pole (G.stl.) | Stockpiled Material Adjustment | 0048 | $-25,024.44 |
17428(34) | 0180 | 150' High Mast Pole (G.stl.) | Stockpiled Material Adjustment | 0031 | $-25,024.44 |
17428(34) | 0180 | 150' High Mast Pole (G.stl.) | Stockpiled Material Adjustment | 0033 | $-12,512.22 |
17428(34) | 0180 | 150' High Mast Pole (G.stl.) | Stockpiled Material Initial Payment | 0028 | $62,561.10 |
17428(34) | 0181 | high mast lowering device type 1 | Stockpiled Material Adjustment | 0033 | $-5,200.00 |
17428(34) | 0181 | high mast lowering device type 1 | Stockpiled Material Adjustment | 0053 | $-15,600.00 |
17428(34) | 0181 | high mast lowering device type 1 | Stockpiled Material Initial Payment | 0021 | $31,200.00 |
17428(34) | 0181 | high mast lowering device type 1 | Stockpiled Material Adjustment | 0031 | $-10,400.00 | 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. | 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 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0001 | -1,191.00 | $1.72 | $-2,048.52 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -2,070.00 | $1.72 | $-3,560.40 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 1,191.00 | $1.72 | $2,048.52 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 2,070.00 | $1.72 | $3,560.40 |
22873(08) | 0006 | PULL BOX(SIZE II) | * Material Discrepancy Adjustments | 0003 | -3.00 | $284.44 | $-853.32 |
22873(08) | 0006 | PULL BOX(SIZE II) | * Material Discrepancy Adjustments | 0055 | 3.00 | $284.44 | $853.32 |
22873(08) | 0011 | 1/C NO.0 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0003 | -2,271.00 | $3.01 | $-6,835.71 |
22873(08) | 0011 | 1/C NO.0 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0007 | 2,271.00 | $3.01 | $6,835.71 |
17428(32) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 575.04 | $-1.27 | $-735.42 |
17428(32) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $-40,678.33 |
17428(32) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0013 | 575.04 | $70.74 | $40,678.33 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 683.55 | $-1.27 | $-874.19 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $-41,676.04 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 854.31 | $-0.33 | $-285.25 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 683.55 | $60.97 | $41,676.04 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 33.75 | $2.43 | $82.14 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 754.88 | $2.43 | $1,837.30 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 997.02 | $1.48 | $1,484.46 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0053 | 461.33 | $1.69 | $783.75 |
17428(32) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 330.13 | $-1.46 | $-482.52 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 133.00 | $-1.27 | $-170.09 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 197.47 | $-0.33 | $-65.94 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0013 | -197.47 | $68.48 | $-13,522.75 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0016 | 197.47 | $68.48 | $13,522.75 |
17428(34) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 3,082.07 | $-1.27 | $-3,941.66 |
17428(34) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 359.57 | $-0.33 | $-120.06 |
17428(34) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0053 | 54.24 | $1.69 | $92.15 |
17428(32) | 0027 | HANDRAILING | * Material Discrepancy Adjustments | 0032 | -1,138.00 | $79.29 | $-90,232.02 |
17428(32) | 0027 | HANDRAILING | * Material Discrepancy Adjustments | 0033 | 1,138.00 | $79.29 | $90,232.02 |
17428(34) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 108.62 | $-1.46 | $-158.76 |
17428(34) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 566.04 | $2.78 | $1,574.50 |
17428(34) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 1,148.36 | $2.78 | $3,194.28 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0008 | -3,208.00 | $28.41 | $-91,139.28 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0010 | -1,224.16 | $28.41 | $-34,778.39 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 3,208.00 | $28.41 | $91,139.28 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 1,224.16 | $28.41 | $34,778.39 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0016 | -7,458.40 | $28.41 | $-211,893.14 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0021 | 449.41 | $28.41 | $12,767.74 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0022 | 7,008.99 | $28.41 | $199,125.41 |
17428(32) | 0034 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0010 | -3,938.68 | $15.32 | $-60,340.58 |
17428(32) | 0034 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 3,938.68 | $15.32 | $60,340.58 |
17428(34) | 0081 | EDGE DRAIN CONDUIT-PERFORATED | * Material Discrepancy Adjustments | 0017 | -951.00 | $9.12 | $-8,673.12 |
17428(34) | 0081 | EDGE DRAIN CONDUIT-PERFORATED | * Material Discrepancy Adjustments | 0027 | 951.00 | $9.12 | $8,673.12 |
17428(32) | 0082 | (PL)ORNAMENTAL FENCE | * Material Discrepancy Adjustments | 0035 | -455.00 | $59.84 | $-27,227.20 |
17428(32) | 0082 | (PL)ORNAMENTAL FENCE | * Material Discrepancy Adjustments | 0037 | 455.00 | $59.84 | $27,227.20 |
17428(34) | 0099 | CLASS C BRIDGE DECK REPAIR | * Material Discrepancy Adjustments | 0024 | -5.33 | $251.91 | $-1,342.68 |
17428(34) | 0099 | CLASS C BRIDGE DECK REPAIR | * COMPRESSIVE STRENGTH | 0059 | -5.33 | $251.91 | $-1,342.68 |
17428(34) | 0099 | CLASS C BRIDGE DECK REPAIR | * Material Discrepancy Adjustments | 0059 | 5.33 | $251.91 | $1,342.68 |
17428(32) | 0100 | PILES, FURNISHED (HP 10X42) | * Material Discrepancy Adjustments | 0023 | -28.00 | $21.58 | $-604.24 |
17428(32) | 0100 | PILES, FURNISHED (HP 10X42) | * Material Discrepancy Adjustments | 0057 | 28.00 | $21.58 | $604.24 |
17428(34) | 0110 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0012 | -1,917.00 | $25.50 | $-48,883.50 |
17428(34) | 0110 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 1,917.00 | $25.50 | $48,883.50 |
17428(34) | 0111 | PILES, FURNISHED (HP 14X73) | * Material Discrepancy Adjustments | 0012 | -123.17 | $33.94 | $-4,180.39 |
17428(34) | 0111 | PILES, FURNISHED (HP 14X73) | * Material Discrepancy Adjustments | 0013 | 45.00 | $33.94 | $1,527.30 |
17428(34) | 0111 | PILES, FURNISHED (HP 14X73) | * Material Discrepancy Adjustments | 0057 | 78.17 | $33.94 | $2,653.09 |
17428(34) | 0112 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0012 | -1,799.97 | $16.69 | $-30,041.50 |
17428(34) | 0112 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 1,799.97 | $16.69 | $30,041.50 |
17428(34) | 0113 | PILES, DRIVEN (HP 14X73) | * Material Discrepancy Adjustments | 0012 | -92.02 | $17.48 | $-1,608.51 |
17428(34) | 0113 | PILES, DRIVEN (HP 14X73) | * Material Discrepancy Adjustments | 0013 | 45.00 | $17.48 | $786.60 |
17428(34) | 0113 | PILES, DRIVEN (HP 14X73) | * Material Discrepancy Adjustments | 0057 | 47.02 | $17.48 | $821.91 |
17428(34) | 0115 | WATER REPELLENT (VISUALLY INSPECTED) | * Material Discrepancy Adjustments | 0020 | -3,311.00 | $3.27 | $-10,826.97 |
17428(34) | 0115 | WATER REPELLENT (VISUALLY INSPECTED) | * Material Discrepancy Adjustments | 0021 | 3,311.00 | $3.27 | $10,826.97 |
17428(34) | 0119 | (PL)FIXED BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0015 | -6.00 | $1,515.76 | $-9,094.56 |
17428(34) | 0119 | (PL)FIXED BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0033 | 6.00 | $1,515.76 | $9,094.56 |
17428(34) | 0120 | (PL)EXPANSION BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0013 | -2.00 | $1,522.03 | $-3,044.06 |
17428(34) | 0120 | (PL)EXPANSION BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0015 | -2.00 | $1,522.03 | $-3,044.06 |
17428(34) | 0120 | (PL)EXPANSION BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0033 | 4.00 | $1,522.03 | $6,088.12 |
17428(34) | 0121 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0012 | -55.00 | $10.82 | $-595.10 |
17428(34) | 0121 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0014 | 55.00 | $10.82 | $595.10 |
17428(32) | 0124 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0026 | -85.20 | $12.88 | $-1,097.38 |
17428(32) | 0124 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0030 | 85.20 | $12.88 | $1,097.38 |
17428(32) | 0125 | 2" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0026 | -146.00 | $8.59 | $-1,254.14 |
17428(32) | 0125 | 2" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0030 | 146.00 | $8.59 | $1,254.14 |
17428(32) | 0126 | 2 1/4" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0026 | -28.00 | $8.59 | $-240.52 |
17428(32) | 0126 | 2 1/4" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0030 | 28.00 | $8.59 | $240.52 |
17428(34) | 0140 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | * Material Discrepancy Adjustments | 0052 | -1,333.10 | $19.32 | $-25,755.49 |
17428(34) | 0140 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | * Material Discrepancy Adjustments | 0054 | 1,333.10 | $19.32 | $25,755.49 |
17428(32) | 0142 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0023 | -9.00 | $257.61 | $-2,318.49 |
17428(32) | 0142 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0027 | 9.00 | $257.61 | $2,318.49 |
17428(32) | 0143 | PULL BOX(SIZE II) | * Material Discrepancy Adjustments | 0023 | -1.00 | $284.45 | $-284.45 |
17428(32) | 0143 | PULL BOX(SIZE II) | * Material Discrepancy Adjustments | 0027 | 1.00 | $284.45 | $284.45 |
17428(32) | 0173 | MAST ARM MOUNTED SIGNS(ALUMINUM) | * Material Discrepancy Adjustments | 0029 | -113.50 | $34.88 | $-3,958.88 |
17428(32) | 0173 | MAST ARM MOUNTED SIGNS(ALUMINUM) | * Material Discrepancy Adjustments | 0034 | 113.50 | $34.88 | $3,958.88 |
17428(32) | 0179 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0002 | -4,034.00 | $0.27 | $-1,089.18 |
17428(32) | 0179 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0004 | 4,034.00 | $0.27 | $1,089.18 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0005 | -8.00 | $7.51 | $-60.08 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0006 | -33.00 | $7.51 | $-247.83 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0007 | -30.00 | $7.51 | $-225.30 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0008 | 8.00 | $7.51 | $60.08 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0008 | 33.00 | $7.51 | $247.83 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0008 | 30.00 | $7.51 | $225.30 | Subtotals For Line Item Adjustments | $872.02 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Internal Milestone One | 10/11/2010 | 11/15/2011 | 400.00 DYS | $10,000.00 | Y | |||
02 | Internal Milestone Two | 02/19/2012 | 10/26/2012 | 250.00 DYS | $10,000.00 | Y | |||
03 | Internal Milestone SEC 115-155N(806)SG | 09/14/2010 | 11/18/2010 | 70.00 DYS | $1,500.00 | Y | |||
04 | Internal Milestone Four | 01/06/2012 | 01/15/2012 | 40.00 DYS | $25,000.00 | Y | |||
05 | Internal Milestone Five | 01/16/2012 | 02/11/2012 | Complete By 02/11/2012 | $0.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100313 | Estimate Number: | 0059 | Primary JP: | 17428(32) | |||
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: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0100/ROADWAY - IMY-40-4(432)152 SS | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 25,287.150 | 27,761.690 | 27,761.690 | $4.90 | $0.00 | $136,032.29 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 173,033.000 | 175,507.540 | 175,507.540 | $6.49 | $0.00 | $1,139,043.93 | |
0004 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 1.000 | 1.000 | $7,225.50 | $0.00 | $7,225.50 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $48,538.50 | $0.00 | $48,538.51 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,014.000 | 6,096.000 | 6,096.000 | $1.72 | $0.00 | $10,485.12 | |
0007 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 30.000 | 0.000 | 0.000 | $214.68 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,980.000 | 168.000 | 168.000 | $6.44 | $0.00 | $1,081.92 | |
0009 | DITCH LINER PROTECTION | 229 4318 | LF | 6,746.000 | 0.000 | 0.000 | $0.97 | $0.00 | $0.00 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 46,286.000 | 49,621.260 | 49,621.260 | $1.18 | $0.00 | $58,553.09 | |
0011 | MOWING | 241 2832 | AC | 76.480 | 29.650 | 29.650 | $42.93 | $0.00 | $1,272.87 | |
0012 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 4.000 | 0.000 | 0.000 | $1,685.86 | $0.00 | $0.00 | |
0013 | AGGREGATE BASE | 303 0192 | CY | 18.000 | 0.000 | 0.000 | $15.46 | $0.00 | $0.00 | |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 128.000 | 120.510 | 120.510 | $55.27 | $0.00 | $6,660.59 | |
0015 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 2,945.000 | 2,945.000 | 2,945.000 | $1.65 | $0.00 | $4,859.26 | |
0016 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 15,483.000 | 15,483.000 | 15,483.000 | $4.96 | $0.00 | $76,795.68 | |
0017 | TACK COAT | 407 0250 | GAL | 431.000 | 423.500 | 423.500 | $3.22 | $0.00 | $1,363.67 | |
0018 | PRIME COAT | 408 5774 | GAL | 3,874.000 | 0.000 | 0.000 | $4.29 | $0.00 | $0.00 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 481.000 | 575.040 | 575.040 | $70.74 | $0.00 | $40,678.33 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 3,557.000 | 3,784.840 | 3,784.840 | $60.97 | $0.00 | $230,761.69 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 19.550 | 0.000 | 0.000 | $111.63 | $0.00 | $0.00 | |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 325.000 | 330.130 | 330.130 | $88.02 | $0.00 | $29,058.04 | |
0023 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 14,046.000 | 14,594.670 | 14,594.670 | $15.80 | $0.00 | $230,595.79 | |
0024 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 3,125.000 | 3,243.320 | 3,243.320 | $89.16 | $0.00 | $289,174.41 | |
0025 | CLSM BACKFILL | 501(G) 6315 | CY | 105.870 | 538.690 | 538.690 | $90.67 | $0.00 | $48,843.02 | |
0026 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 99.000 | 113.000 | 113.000 | $79.95 | $0.00 | $9,034.35 | |
0027 | HANDRAILING | 504(G) 6006 | LF | 1,100.000 | 1,138.000 | 1,138.000 | $79.29 | $0.00 | $90,232.02 | |
0028 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 2,605.000 | 2,116.000 | 2,116.000 | $10.63 | $0.00 | $22,493.08 | |
0029 | CLASS A CONCRETE | 509(B) 0321 | CY | 27.000 | 487.900 | 487.900 | $452.19 | $0.00 | $220,623.50 | |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 229.470 | 153.060 | 153.060 | $234.92 | $0.00 | $35,956.87 | |
0031 | RETAINING WALL | 510(A) 6334 | SY | 1,023.000 | 965.700 | 965.700 | $975.00 | $0.00 | $941,557.50 | |
0032 | REINFORCING STEEL | 511(A) 0332 | LB | 2,580.000 | 138,901.100 | 138,901.100 | $0.96 | $0.00 | $133,345.06 | |
0033 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 6,396.000 | 13,827.000 | -64.560 | 13,827.000 | $28.41 | $-1,834.15 | $392,825.07 |
0034 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 6,396.000 | 12,827.230 | 12,827.230 | $15.32 | $0.00 | $196,513.17 | |
0035 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 126.000 | 0.000 | 0.000 | $16.11 | $0.00 | $0.00 | |
0036 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 5,687.000 | 6,058.600 | 6,058.600 | $3.34 | $0.00 | $20,235.71 | |
0037 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 530.000 | 323.000 | 323.000 | $24.77 | $0.00 | $8,000.71 | |
0038 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 260.000 | 200.000 | 200.000 | $29.96 | $0.00 | $5,992.00 | |
0039 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,268.000 | 2,014.900 | 2,014.900 | $26.64 | $0.00 | $53,676.94 | |
0040 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 121.000 | 150.410 | 150.410 | $39.31 | $0.00 | $5,912.61 | |
0041 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 300.000 | 167.550 | 167.550 | $30.58 | $0.00 | $5,123.68 | |
0042 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 64.000 | 98.000 | 98.000 | $28.32 | $0.00 | $2,775.36 | |
0043 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 8.000 | 8.000 | 8.000 | $1,524.72 | $0.00 | $12,197.76 | |
0044 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $1,677.94 | $0.00 | $1,677.94 | |
0045 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 13.000 | 13.000 | 13.000 | $379.41 | $0.00 | $4,932.33 | |
0046 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 4.000 | 4.000 | 4.000 | $2,455.99 | $0.00 | $9,823.96 | |
0047 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 3.000 | 3.000 | 3.000 | $3,016.89 | $0.00 | $9,050.67 | |
0048 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 2.000 | 2.000 | 2.000 | $4,555.45 | $0.00 | $9,110.90 | |
0049 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 2.000 | 2.000 | 2.000 | $4,430.86 | $0.00 | $8,861.72 | |
0050 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 1.000 | 1.000 | 1.000 | $1,894.98 | $0.00 | $1,894.98 | |
0051 | INLET GPI TYPE 2 (DES. 13) | 611(E) 5339 | EA | 1.000 | 1.000 | 1.000 | $2,272.16 | $0.00 | $2,272.16 | |
0052 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 1.000 | 1.000 | 1.000 | $4,406.00 | $0.00 | $4,406.00 | |
0053 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(2B) | 611(E) 5976 | EA | 1.000 | 1.000 | 1.000 | $5,305.75 | $0.00 | $5,305.75 | |
0054 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B) | 611(E) 5984 | EA | 1.000 | 1.000 | 1.000 | $5,351.70 | $0.00 | $5,351.70 | |
0055 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 1.000 | 1.000 | 1.000 | $5,598.27 | $0.00 | $5,598.27 | |
0056 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 1.000 | $1,670.57 | $0.00 | $1,670.57 | |
0057 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 3.000 | 3.000 | 3.000 | $1,460.80 | $0.00 | $4,382.40 | |
0058 | INLET (SMD-TYPE 2A) | 611(E) 6004 | EA | 1.000 | 1.000 | 1.000 | $1,406.86 | $0.00 | $1,406.86 | |
0059 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 42.000 | 42.000 | 42.000 | $371.24 | $0.00 | $15,592.08 | |
0060 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 90.000 | 90.000 | 90.000 | $216.52 | $0.00 | $19,486.80 | |
0061 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 835.000 | 845.000 | 845.000 | $33.04 | $0.00 | $27,918.80 | |
0062 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 460.000 | 464.000 | 464.000 | $42.93 | $0.00 | $19,919.52 | |
0063 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 277.000 | 291.000 | 291.000 | $57.47 | $0.00 | $16,723.77 | |
0064 | 18" R.C.PIPE CLASS IV | 613(B) 0582 | LF | 94.000 | 82.000 | 82.000 | $35.45 | $0.00 | $2,906.90 | |
0065 | 30" R.C.PIPE CLASS IV | 613(B) 0584 | LF | 118.000 | 152.000 | 152.000 | $65.11 | $0.00 | $9,896.72 | |
0066 | 42" R.C.PIPE CLASS IV | 613(B) 0586 | LF | 291.000 | 296.000 | 296.000 | $103.39 | $0.00 | $30,603.44 | |
0067 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 2.000 | $543.00 | $0.00 | $1,086.00 | |
0068 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 2.000 | 2.000 | 2.000 | $1,220.89 | $0.00 | $2,441.78 | |
0069 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
0070 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 1.000 | $246.52 | $0.00 | $246.52 | |
0071 | REMOVAL OF FENCE | 619(B) 4725 | LF | 1,779.000 | 904.000 | 904.000 | $1.07 | $0.00 | $967.28 | |
0072 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 1,544.000 | 1,404.000 | 1,404.000 | $2.54 | $0.00 | $3,566.16 | |
0073 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 13,085.000 | 11,585.460 | 11,585.460 | $4.96 | $0.00 | $57,463.90 | |
0074 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,517.000 | 5,581.550 | 5,581.550 | $1.61 | $0.00 | $8,986.30 | |
0075 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 7.000 | 7.000 | 7.000 | $580.85 | $0.00 | $4,065.95 | |
0076 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 2.000 | 2.000 | 2.000 | $580.85 | $0.00 | $1,161.70 | |
0077 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 123.000 | 60.000 | 60.000 | $5.09 | $0.00 | $305.40 | |
0078 | REMOVAL OF CURB | 619(B) 4791 | LF | 6,024.000 | 5,549.000 | 5,549.000 | $0.85 | $0.00 | $4,716.65 | |
0079 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 506.000 | 483.000 | 483.000 | $1.70 | $0.00 | $821.10 | |
0080 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 431.000 | 439.000 | 439.000 | $8.48 | $0.00 | $3,722.72 | |
0081 | SAWING PAVEMENT | 619(C) 0924 | LF | 404.000 | 705.800 | 705.800 | $4.10 | $0.00 | $2,893.78 | |
0082 | (PL)ORNAMENTAL FENCE | 624 5910 | LF | 455.000 | 455.000 | 455.000 | $59.84 | $0.00 | $27,227.20 | |
0083 | (PL)REMOVAL OF HIGH MAST TOWER | 890(A) 8708 | EA | 1.000 | 1.000 | 1.000 | $2,334.59 | $0.00 | $2,334.59 | |
8000 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 0.000 | 1,942.000 | 1,942.000 | $8.00 | $0.00 | $15,536.00 | |
8001 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 461.400 | 461.400 | $146.53 | $0.00 | $67,608.94 | |
8002 | GRANULAR BACKFILL | 501(F) 6352 | CY | 0.000 | 1,437.000 | 1,437.000 | $35.00 | $0.00 | $50,295.00 | |
8003 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 0.000 | 7,431.000 | -27.400 | 7,431.000 | $6.78 | $-185.77 | $50,382.18 |
8004 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 0.000 | 6,893.550 | 6,893.550 | $4.04 | $0.00 | $27,849.94 | |
Subtotals For Category 0100/ROADWAY - IMY-40-4(432)152 SS | $-2,019.92 | $5,254,992.43 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0110/UTILITIES - IMY-40-4(432)152 SS | ||||||||
0084 | CLSM BACKFILL | 501(G) 6315 | CY | 74.630 | 10.000 | 10.000 | $171.74 | $0.00 | $1,717.40 | |
0085 | 6" PLUG | 616 0108 | EA | 1.000 | 1.000 | 1.000 | $1,073.37 | $0.00 | $1,073.37 | |
0086 | 8" PLUG | 616 0110 | EA | 1.000 | 1.000 | 1.000 | $1,073.37 | $0.00 | $1,073.37 | |
0087 | 24" PLUG | 616 0120 | EA | 1.000 | 1.000 | 1.000 | $1,610.06 | $0.00 | $1,610.06 | |
Subtotals For Category 0110/UTILITIES - IMY-40-4(432)152 SS | $0.00 | $5,474.20 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0200/BRIDGE 'I-K' - IMY-40-4(432)152 SS | ||||||||
0088 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,085.000 | 1,085.000 | 1,085.000 | $9.13 | $0.00 | $9,906.05 | |
0089 | CLSM BACKFILL | 501(G) 6309 | CY | 248.800 | 248.800 | 248.800 | $78.84 | $0.00 | $19,615.40 | |
0090 | APPROACH SLAB | 504(A) 1304 | SY | 527.200 | 527.200 | 527.200 | $142.69 | $0.00 | $75,226.16 | |
0091 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 135.000 | 135.000 | 135.000 | $291.28 | $0.00 | $39,322.80 | |
0092 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 1,322.300 | 1,322.300 | 1,322.300 | $98.94 | $0.00 | $130,828.37 | |
0093 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,489,290.000 | 1,489,290.000 | 1,489,290.000 | $1.20 | $0.00 | $1,787,148.00 | |
0094 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 7,256.000 | 7,256.000 | 7,256.000 | $10.63 | $0.00 | $77,131.28 | |
0095 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,285.400 | 1,285.400 | 1,285.400 | $550.00 | $0.00 | $706,970.00 | |
0096 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,231.400 | 1,231.400 | 1,231.400 | $450.00 | $0.00 | $554,130.00 | |
0097 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,272.000 | 1,223.930 | 1,223.930 | $61.47 | $0.00 | $75,234.98 | |
0098 | REINFORCING STEEL | 511(A) 1332 | LB | 44,040.000 | 44,040.000 | 44,040.000 | $0.90 | $0.00 | $39,636.00 | |
0099 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 408,260.000 | 408,260.000 | 408,260.000 | $0.90 | $0.00 | $367,434.00 | |
0100 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 308.000 | 308.000 | 308.000 | $21.58 | $0.00 | $6,646.64 | |
0101 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 2,794.000 | 2,794.000 | -2.760 | 2,794.000 | $26.64 | $-73.53 | $74,432.16 |
0102 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 308.000 | 300.440 | 300.440 | $14.10 | $0.00 | $4,236.20 | |
0103 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 2,794.000 | 2,712.620 | 2,712.620 | $17.03 | $0.00 | $46,195.92 | |
0104 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 7,256.000 | 7,256.000 | 7,256.000 | $3.27 | $0.00 | $23,727.12 | |
0105 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 888.000 | 892.460 | 892.460 | $399.09 | $0.00 | $356,171.86 | |
0106 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 130.400 | 130.400 | 130.400 | $3.22 | $0.00 | $419.89 | |
0107 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 1.000 | $80.50 | $0.00 | $80.50 | |
0108 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 48.000 | 48.000 | 48.000 | $1,638.24 | $0.00 | $78,635.52 | |
0109 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 32.000 | 32.000 | 32.000 | $1,644.30 | $0.00 | $52,617.60 | |
0110 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 460.000 | 460.000 | 460.000 | $10.53 | $0.00 | $4,843.80 | |
0111 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 160.000 | 160.000 | 160.000 | $13.49 | $0.00 | $2,158.40 | |
Subtotals For Category 0200/BRIDGE 'I-K' - IMY-40-4(432)152 SS | $-73.53 | $4,532,748.65 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0201/BRIDGE 'I-M' - IMY-40-4(432)152 SS | ||||||||
0112 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 32.000 | 32.000 | 32.000 | $102.78 | $0.00 | $3,288.96 | |
0113 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 201.000 | 201.000 | 201.000 | $1.76 | $0.00 | $353.76 | |
0114 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
Subtotals For Category 0201/BRIDGE 'I-M' - IMY-40-4(432)152 SS | $0.00 | $128,642.72 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0202/BRIDGE 'I-N' - IMY-40-4(432)152 SS | ||||||||
0115 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 18,770.000 | 18,770.000 | 18,770.000 | $4.90 | $0.00 | $91,973.00 | |
0116 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 2,240.000 | 862.160 | 862.160 | $17.06 | $0.00 | $14,708.45 | |
0117 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 27,515.000 | 14,160.360 | 14,160.360 | $8.09 | $0.00 | $114,557.32 | |
0118 | (SP)H.E.S. CONCRETE CLASS AA | 509(A) 0325 | CY | 445.900 | 0.000 | 0.000 | $295.73 | $0.00 | $0.00 | |
0119 | CLASS AA CONCRETE | 509(A) 1326 | CY | 2,185.900 | 2,455.500 | 2,455.500 | $320.00 | $0.00 | $785,760.00 | |
0120 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 688.000 | 200.000 | 200.000 | $49.24 | $0.00 | $9,848.00 | |
0121 | REINFORCING STEEL | 511(A) 1332 | LB | 422,510.000 | 443,135.000 | 443,135.000 | $0.74 | $0.00 | $327,919.90 | |
0122 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
Subtotals For Category 0202/BRIDGE 'I-N' - IMY-40-4(432)152 SS | $0.00 | $1,519,766.67 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0310/TRAFFIC SIGNING & STRIPING -IMY-40-4(432)152 SS | ||||||||
0123 | PRECAST CONCRETE MEDIAN BARRIER, TYPE I | 627(A) 4310 | LF | 138.000 | 0.000 | 0.000 | $39.41 | $0.00 | $0.00 | |
0124 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 172.460 | 112.390 | 112.390 | $12.88 | $0.00 | $1,447.59 | |
0125 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 192.000 | 158.000 | 158.000 | $8.59 | $0.00 | $1,357.22 | |
0126 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 52.000 | 52.000 | 52.000 | $8.59 | $0.00 | $446.68 | |
0127 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,889.450 | 16,171.000 | 16,171.000 | $0.70 | $0.00 | $11,319.70 | |
0128 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 282.000 | 548.000 | 548.000 | $1.07 | $0.00 | $586.36 | |
0129 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 372.000 | 292.000 | 292.000 | $6.44 | $0.00 | $1,880.48 | |
0130 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 17.000 | 15.000 | 15.000 | $91.24 | $0.00 | $1,368.60 | |
0131 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 10.000 | 6.000 | 6.000 | $134.17 | $0.00 | $805.02 | |
0132 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 4.000 | 4.000 | 4.000 | $429.35 | $0.00 | $1,717.40 | |
0133 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 7,270.000 | 3,320.000 | 3,320.000 | $0.27 | $0.00 | $896.40 | |
0134 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 4.000 | 0.000 | 0.000 | $107.34 | $0.00 | $0.00 | |
0135 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 4.000 | 0.000 | 0.000 | $53.67 | $0.00 | $0.00 | |
Subtotals For Category 0310/TRAFFIC SIGNING & STRIPING -IMY-40-4(432)152 SS | $0.00 | $21,825.45 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0320/TRAFFIC SIGNALS -IMY-40-4(432)152 SS | ||||||||
0136 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 390.000 | 71.000 | 71.000 | $3.27 | $0.00 | $232.17 | |
0137 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 130.000 | 415.000 | 415.000 | $14.38 | $0.00 | $5,967.70 | |
0138 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,750.000 | 1,021.000 | 1,021.000 | $3.76 | $0.00 | $3,838.96 | |
0139 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 115.000 | 69.000 | 69.000 | $4.83 | $0.00 | $333.27 | |
0140 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 525.000 | 484.000 | 484.000 | $19.32 | $0.00 | $9,350.88 | |
0141 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 315.000 | 373.000 | 373.000 | $9.66 | $0.00 | $3,603.18 | |
0142 | PULL BOX(SIZE I) | 803 8065 | EA | 25.000 | 23.000 | 23.000 | $257.61 | $0.00 | $5,925.03 | |
0143 | PULL BOX(SIZE II) | 803 8066 | EA | 2.000 | 2.000 | 2.000 | $284.45 | $0.00 | $568.90 | |
0144 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 18.100 | 18.100 | 18.100 | $499.12 | $0.00 | $9,034.07 | |
0145 | REINFORCING STEEL | 804(B) 2916 | LB | 2,706.600 | 2,706.600 | 2,706.600 | $1.56 | $0.00 | $4,222.29 | |
0146 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 2.000 | $5,336.82 | $0.00 | $10,673.64 | |
0147 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 1.000 | $6,014.12 | $0.00 | $6,014.12 | |
0148 | 32'MH POLE 50'TS & 10'LMA(G.STL.) | 806(A) 8314 | EA | 2.000 | 2.000 | 2.000 | $7,513.62 | $0.00 | $15,027.24 | |
0149 | POLE & 35' TS MST.ARM(G.STL.) | 806(A) 8730 | EA | 1.000 | 1.000 | 1.000 | $5,174.74 | $0.00 | $5,174.74 | |
0150 | 8' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8892 | EA | 3.000 | 3.000 | 3.000 | $923.10 | $0.00 | $2,769.30 | |
0151 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 5.000 | 5.000 | 5.000 | $375.68 | $0.00 | $1,878.40 | |
0152 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 100.000 | 1,496.000 | 1,496.000 | $2.31 | $0.00 | $3,455.76 | |
0153 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 815.000 | 450.000 | 450.000 | $1.02 | $0.00 | $459.00 | |
0154 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $15,553.20 | $0.00 | $31,106.40 | |
0155 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 28.000 | 28.000 | 28.000 | $99.82 | $0.00 | $2,794.96 | |
0156 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 3,420.000 | 6,432.000 | 6,432.000 | $3.43 | $0.00 | $22,061.76 | |
0157 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 6.000 | 6.000 | 6.000 | $1,261.22 | $0.00 | $7,567.32 | |
0158 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 9.000 | 9.000 | 9.000 | $609.68 | $0.00 | $5,487.12 | |
0159 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 3.000 | 3.000 | 3.000 | $595.72 | $0.00 | $1,787.16 | |
0160 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 2.000 | 2.000 | 2.000 | $595.73 | $0.00 | $1,191.46 | |
0161 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 2.000 | 2.000 | $1,035.81 | $0.00 | $2,071.62 | |
0162 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 6.000 | 6.000 | 6.000 | $531.32 | $0.00 | $3,187.92 | |
0163 | BACKPLATE | 833 3030 | EA | 16.000 | 16.000 | 16.000 | $83.72 | $0.00 | $1,339.52 | |
0164 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 2,920.000 | 2,575.000 | 2,575.000 | $1.34 | $0.00 | $3,450.50 | |
0165 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 540.000 | 522.000 | 522.000 | $1.61 | $0.00 | $840.42 | |
0166 | 9/C TRAF.SIG.EL.CABLE | 834(A) 8209 | LF | 45.000 | 29.000 | 29.000 | $2.52 | $0.00 | $73.08 | |
0167 | 12/C TRAF.SIG.ELECT.CABLE | 834(A) 8210 | LF | 400.000 | 362.000 | 362.000 | $3.22 | $0.00 | $1,165.64 | |
0168 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 80.000 | 3,786.000 | 3,786.000 | $2.15 | $0.00 | $8,139.90 | |
0169 | (PL)E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 5.000 | $998.24 | $0.00 | $4,991.20 | |
0170 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 6.000 | 6.000 | 6.000 | $379.98 | $0.00 | $2,279.88 | |
0171 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,200.000 | 1,104.500 | 1,104.500 | $1.77 | $0.00 | $1,954.96 | |
0172 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 4.000 | 4.000 | 4.000 | $1,306.30 | $0.00 | $5,225.20 | |
0173 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 103.500 | 113.500 | 113.500 | $34.88 | $0.00 | $3,958.88 | |
0174 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $5,366.87 | $0.00 | $5,366.87 | |
Subtotals For Category 0320/TRAFFIC SIGNALS -IMY-40-4(432)152 SS | $0.00 | $204,570.42 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0340/TRAFFIC CONTROL - IMY-40-4(432)152 SS | ||||||||
0175 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 1.000 | 1.000 | 1.000 | $22,902.47 | $0.00 | $22,902.47 | |
0176 | PRECAST CONCRETE MEDIAN BARRIER, PORTABLE TYPE | 627(E) 4314 | LF | 2,512.500 | 25.000 | 25.000 | $39.41 | $0.00 | $985.25 | |
0177 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 2,087.500 | 1,020.000 | 1,020.000 | $10.80 | $0.00 | $11,016.00 | |
0178 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | 855(A) 8815 | LF | 11,900.000 | 0.000 | 0.000 | $0.54 | $0.00 | $0.00 | |
0179 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 5,460.000 | 19,444.000 | 19,444.000 | $0.27 | $0.00 | $5,249.88 | |
0180 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,000.000 | 0.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0181 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 16,515.000 | 5,466.000 | 5,466.000 | $0.27 | $0.00 | $1,475.82 | |
0182 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 53.000 | 0.000 | 0.000 | $96.60 | $0.00 | $0.00 | |
0183 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 1,110.000 | 0.000 | 0.000 | $7.51 | $0.00 | $0.00 | |
0184 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 195.000 | 6.000 | 6.000 | $10.73 | $0.00 | $64.38 | |
0185 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,755.000 | 27,930.000 | 27,930.000 | $0.54 | $0.00 | $15,082.20 | |
0186 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 9,855.000 | 14,570.000 | 14,570.000 | $0.54 | $0.00 | $7,867.80 | |
0187 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,870.000 | 12,787.000 | 12,787.000 | $2.15 | $0.00 | $27,492.05 | |
0188 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,640.000 | 15,257.000 | 15,257.000 | $0.54 | $0.00 | $8,238.78 | |
0189 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 5.000 | 0.000 | 0.000 | $134.17 | $0.00 | $0.00 | |
0190 | WING BARRICADES | 880(C) 8848 | SD | 1,980.000 | 6,890.000 | 6,890.000 | $1.07 | $0.00 | $7,372.30 | |
0191 | SIGNS 0 TO 6.25 SF | 880(D) 8017 | EA | 8.000 | 0.000 | 0.000 | $64.40 | $0.00 | $0.00 | |
0192 | SIGNS 6.26 TO 15.99 SF | 880(E) 8018 | EA | 15.000 | 0.000 | 0.000 | $85.87 | $0.00 | $0.00 | |
0193 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 20,850.000 | 37,223.000 | 37,223.000 | $0.27 | $0.00 | $10,050.21 | |
0194 | WARNING LIGHTS(TYPE A) | 880(E) 8863 | EA | 22.000 | 0.000 | 0.000 | $16.10 | $0.00 | $0.00 | |
0195 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 35,115.000 | 71,595.000 | 71,595.000 | $0.27 | $0.00 | $19,330.65 | |
0196 | WARNING LIGHTS(TYPE C) | 880(E) 8875 | EA | 35.000 | 0.000 | 0.000 | $16.10 | $0.00 | $0.00 | |
0197 | SIGNS 16.0 SF TO 32.99 SF | 880(F) 8019 | EA | 12.000 | 0.000 | 0.000 | $177.11 | $0.00 | $0.00 | |
0198 | DRUMS | 880(F) 8878 | SD | 35,115.000 | 81,098.000 | 81,098.000 | $0.27 | $0.00 | $21,896.46 | |
0199 | DRUMS | 880(F) 8881 | EA | 35.000 | 0.000 | 0.000 | $32.20 | $0.00 | $0.00 | |
0200 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 510.000 | 0.000 | 0.000 | $57.15 | $0.00 | $0.00 | |
0201 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,155.000 | 837.000 | 837.000 | $26.83 | $0.00 | $22,456.71 | |
Subtotals For Category 0340/TRAFFIC CONTROL - IMY-40-4(432)152 SS | $0.00 | $181,480.96 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0640/CONSTRUCTION - IMY-40-4(432)152 SS | ||||||||
0202 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,668.09 | $0.00 | $5,668.08 | |
Subtotals For Category 0640/CONSTRUCTION - IMY-40-4(432)152 SS | $0.00 | $5,668.08 | ||||||||
Subtotals For Project IMY-0040-4(432)152 SS /17428(32) | $-2,093.45 | $11,855,169.58 |
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: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0100/ROADWAY - OKCY-XTWN(015)TI | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 76,920.000 | 76,920.001 | 0.000 | 76,920.000 | $4.90 | $0.00 | $376,908.00 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 32,489.000 | 32,489.001 | 32,489.000 | $6.33 | $0.00 | $205,655.37 | |
0004 | SELECT BORROW | 202(D) 0186 | CY | 500.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0005 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 1.000 | 1.000 | $7,225.50 | $0.00 | $7,225.50 | |
0006 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $85,067.03 | $0.00 | $85,067.03 | |
0007 | TEMPORARY SLOPE DRAINS | 221 2800 | LF | 458.000 | 0.000 | 0.000 | $9.10 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT FENCE | 223 2801 | LF | 5,343.000 | 35.000 | 35.000 | $1.72 | $0.00 | $60.20 | |
0009 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 45.000 | 0.000 | 0.000 | $214.67 | $0.00 | $0.00 | |
0010 | TEMPORARY SILT DIKE | 227 0100 | LF | 4,432.000 | 0.000 | 0.000 | $6.44 | $0.00 | $0.00 | |
0011 | DITCH LINER PROTECTION | 229 4318 | LF | 9,661.000 | 0.000 | 0.000 | $0.97 | $0.00 | $0.00 | |
0012 | SOLID SLAB SODDING | 230(A) 2806 | SY | 72,780.000 | 152,987.840 | 152,987.840 | $1.18 | $0.00 | $180,525.64 | |
0013 | (PL)TEMPORARY SEDIMENT TRAP | 238 0300 | EA | 3.000 | 0.000 | 0.000 | $858.70 | $0.00 | $0.00 | |
0014 | MOWING | 241 2832 | AC | 220.960 | 0.000 | 0.000 | $42.93 | $0.00 | $0.00 | |
0015 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 2.000 | 2.000 | 2.000 | $1,740.41 | $0.00 | $3,480.82 | |
0016 | AGGREGATE BASE | 303 0192 | CY | 10,772.000 | 10,772.000 | 10,772.000 | $23.38 | $0.00 | $251,849.35 | |
0017 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 16,844.000 | 16,492.430 | 16,492.430 | $9.55 | $0.00 | $157,502.71 | |
0018 | OPEN GRADED BITUMINOUS BASE | 319 5190 | TON | 9,051.000 | 0.000 | 0.000 | $61.50 | $0.00 | $0.00 | |
0019 | SEPARATOR FABRIC | 325 5271 | SY | 155,199.000 | 155,199.000 | 155,199.000 | $1.91 | $0.00 | $296,430.09 | |
0020 | (SP)FLY ASH | 327(A) 4200 | TON | 1,024.000 | 440.960 | 440.960 | $55.27 | $0.00 | $24,371.86 | |
0021 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 23,683.000 | 23,683.000 | 23,683.000 | $1.50 | $0.00 | $35,524.52 | |
0022 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 69,248.000 | 69,248.000 | 69,248.000 | $4.55 | $0.00 | $315,078.39 | |
0023 | TACK COAT | 407 0250 | GAL | 2,197.000 | 1,527.500 | 1,527.500 | $3.22 | $0.00 | $4,918.55 | |
0024 | PRIME COAT | 408 5774 | GAL | 12,301.000 | 0.000 | 0.000 | $4.29 | $0.00 | $0.00 | |
0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 3,718.000 | 2,556.260 | 2,556.260 | $68.48 | $0.00 | $175,052.69 | |
0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 7,597.000 | 5,005.960 | 5,005.960 | $60.65 | $0.00 | $303,611.48 | |
0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 2,561.000 | 1,823.020 | 1,823.020 | $88.02 | $0.00 | $160,462.22 | |
0028 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 20,946.000 | 21,904.310 | 21,904.310 | $9.51 | $0.00 | $208,309.98 | |
0029 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 41,070.000 | 45,375.670 | 45,375.670 | $13.14 | $0.00 | $596,236.28 | |
0030 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 250.000 | 0.000 | 0.000 | $50.96 | $0.00 | $0.00 | |
0031 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 19,818.300 | 19,297.170 | 19,297.170 | $90.00 | $0.00 | $1,736,745.30 | |
0032 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 10,432.000 | 10,287.670 | 10,287.670 | $61.58 | $0.00 | $633,514.72 | |
0033 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 18,430.000 | 13,249.450 | 13,249.450 | $10.63 | $0.00 | $140,841.65 | |
0034 | CLASS AA CONCRETE | 509(A) 0319 | CY | 24.000 | 23.950 | 23.950 | $476.74 | $0.00 | $11,417.92 | |
0035 | CLASS A CONCRETE | 509(B) 0321 | CY | 414.100 | 77.210 | 77.210 | $459.09 | $0.00 | $35,446.34 | |
0036 | CLASS A CONCRETE (MEDIAN BARRIER, DES.1-A) | 509(B) 4153 | CY | 91.000 | 255.330 | 255.330 | $431.73 | $0.00 | $110,233.62 | |
0037 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 15.800 | 15.800 | 15.800 | $742.28 | $0.00 | $11,728.02 | |
0038 | CLASS C CONCRETE | 509(D) 0325 | CY | 855.100 | 428.450 | 428.450 | $230.00 | $0.00 | $98,543.50 | |
0039 | TEMPORARY SHEET PILING | 510 6390 | LSUM | 1.000 | 0.000 | -0.330 | 0.000 | $250,000.00 | $-82,500.00 | $0.00 |
0040 | RETAINING WALL | 510(A) 6333 | SY | 95.000 | 95.000 | 95.000 | $850.00 | $0.00 | $80,750.00 | |
0041 | SLOPE WALL (5") | 510(C) 6135 | SY | 5,243.000 | 730.600 | 730.600 | $53.71 | $0.00 | $39,240.53 | |
0042 | REINFORCING STEEL | 511(A) 0332 | LB | 44,639.000 | 38,136.860 | 38,136.860 | $0.74 | $0.00 | $28,221.27 | |
0043 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 1,976.000 | 1,926.000 | 1,926.000 | $2.87 | $0.00 | $5,527.62 | |
0044 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 903.000 | 760.200 | 760.200 | $36.87 | $0.00 | $28,028.57 | |
0045 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 9.000 | 9.000 | 9.000 | $1,580.54 | $0.00 | $14,224.86 | |
0046 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $1,670.37 | $0.00 | $3,340.74 | |
0047 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 16.000 | 16.000 | 16.000 | $379.37 | $0.00 | $6,069.92 | |
0048 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 1.000 | 1.000 | 1.000 | $2,391.73 | $0.00 | $2,391.73 | |
0049 | INLET GPI TYPE 1 (DES. 5) | 611(E) 5331 | EA | 1.000 | 1.000 | 1.000 | $2,109.67 | $0.00 | $2,109.67 | |
0050 | INLET GPI TYPE 2 (DES. 12) | 611(E) 5338 | EA | 1.000 | 1.000 | 1.000 | $2,281.31 | $0.00 | $2,281.31 | |
0051 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 4.000 | 4.000 | 4.000 | $3,909.35 | $0.00 | $15,637.40 | |
0052 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(2B) | 611(E) 5976 | EA | 1.000 | 1.000 | 1.000 | $8,378.33 | $0.00 | $8,378.33 | |
0053 | INLET (SMD-TYPE 2A) | 611(E) 6004 | EA | 5.000 | 5.000 | 5.000 | $1,144.86 | $0.00 | $5,724.30 | |
0054 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 3.000 | 3.000 | 3.000 | $1,385.75 | $0.00 | $4,157.25 | |
0055 | INLET MEDIAN BARRIER, TYPE I, DES.1 | 611(E) 7126 | EA | 10.000 | 10.000 | 10.000 | $1,965.67 | $0.00 | $19,656.70 | |
0056 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 22.000 | 22.000 | 22.000 | $371.87 | $0.00 | $8,181.14 | |
0057 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 28.000 | 28.000 | 28.000 | $249.95 | $0.00 | $6,998.60 | |
0058 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,546.000 | 2,585.000 | 2,585.000 | $33.51 | $0.00 | $86,623.35 | |
0059 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 400.000 | 396.000 | 396.000 | $37.62 | $0.00 | $14,897.52 | |
0060 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 283.000 | 283.000 | 283.000 | $57.71 | $0.00 | $16,331.93 | |
0061 | 24" R.C.PIPE CLASS V | 613(B) 0595 | LF | 230.000 | 104.000 | 104.000 | $53.18 | $0.00 | $5,530.72 | |
0062 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4410 | LF | 72.000 | 72.000 | 72.000 | $77.17 | $0.00 | $5,556.24 | |
0063 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 146.000 | 104.000 | 104.000 | $94.77 | $0.00 | $9,856.08 | |
0064 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 2.000 | $661.89 | $0.00 | $1,323.78 | |
0065 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 1.000 | 1.000 | 1.000 | $1,047.28 | $0.00 | $1,047.28 | |
0066 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 95.000 | 300.000 | 300.000 | $29.77 | $0.00 | $8,931.00 | |
0067 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(G) 0760 | EA | 2.000 | 2.000 | 2.000 | $267.85 | $0.00 | $535.70 | |
0068 | 28 1/2" X 18" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4584 | EA | 1.000 | 1.000 | 1.000 | $883.62 | $0.00 | $883.62 | |
0069 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 6.000 | 6.000 | 6.000 | $551.26 | $0.00 | $3,307.56 | |
0070 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $648.51 | $0.00 | $648.51 | |
0071 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 1.000 | $738.18 | $0.00 | $738.18 | |
0072 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $23,233.97 | $0.00 | $23,233.97 | |
0073 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 38,823.000 | 42,587.220 | 42,587.220 | $4.96 | $0.00 | $211,232.61 | |
0074 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 25,044.000 | 15,874.620 | 15,874.620 | $1.29 | $0.00 | $20,478.26 | |
0075 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 5.000 | 3.000 | 3.000 | $580.85 | $0.00 | $1,742.55 | |
0076 | REMOVAL OF CURB | 619(B) 4791 | LF | 71.000 | 0.000 | 0.000 | $2.54 | $0.00 | $0.00 | |
0077 | REMOVAL OF CONCRETE SLOPE PROTECTION | 619(B) 4821 | SY | 51.500 | 0.000 | 0.000 | $4.40 | $0.00 | $0.00 | |
0078 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 301.000 | 211.640 | 211.640 | $1.70 | $0.00 | $359.79 | |
0079 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 803.000 | 766.000 | 766.000 | $8.48 | $0.00 | $6,495.68 | |
0080 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,129.000 | 960.000 | 960.000 | $4.10 | $0.00 | $3,936.00 | |
0081 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 10,361.000 | 6,485.000 | 6,485.000 | $9.12 | $0.00 | $59,143.20 | |
0082 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 290.000 | 102.000 | 102.000 | $18.14 | $0.00 | $1,850.28 | |
0083 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 24.000 | 3.000 | 3.000 | $324.00 | $0.00 | $972.00 | |
8005 | OPEN GRADED PORTLAND CEMENT BASE(4") | 320 5254 | SY | 0.000 | 48,572.120 | 48,572.120 | $11.46 | $0.00 | $556,636.50 | |
8006 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 255.030 | 0.005 | 255.030 | $56.44 | $0.28 | $14,393.89 |
8011 | 24" JACKED CONDUIT | 613(U) 4500 | LF | 0.000 | 100.000 | 100.000 | $694.68 | $0.00 | $69,468.00 | |
8019 | TEMPORARY SHEET PILING | 510 6390 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $82,500.00 | $82,500.00 | $82,500.00 |
Subtotals For Category 0100/ROADWAY - OKCY-XTWN(015)TI | $0.28 | $7,856,315.89 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0200/BRIDGE 'I-D' - OKCY-XTWN(015)TI | ||||||||
0084 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,615.000 | 1,615.000 | 1,615.000 | $14.93 | $0.00 | $24,111.95 | |
0085 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,096.000 | 1,096.000 | 1,096.000 | $5.79 | $0.00 | $6,345.84 | |
0086 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 2,235.000 | 2,235.000 | 2,235.000 | $10.63 | $0.00 | $23,758.05 | |
0087 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,162.300 | 1,162.300 | 1,162.300 | $380.71 | $0.00 | $442,499.23 | |
0088 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 9.000 | 9.000 | 9.000 | $51.76 | $0.00 | $465.84 | |
0089 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 176,430.000 | 176,430.000 | 176,430.000 | $0.81 | $0.00 | $142,908.30 | |
0090 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,235.000 | 2,235.000 | 2,235.000 | $3.27 | $0.00 | $7,308.45 | |
0091 | DRILLED SHAFTS 84" DIAMETER | 516(A) 6100 | LF | 308.000 | 293.910 | 293.910 | $621.87 | $0.00 | $182,773.81 | |
0092 | DRILLED SHAFTS 96" DIAMETER | 516(A) 6105 | LF | 87.000 | 87.570 | 87.570 | $897.46 | $0.00 | $78,590.57 | |
Subtotals For Category 0200/BRIDGE 'I-D' - OKCY-XTWN(015)TI | $0.00 | $908,762.04 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0201/BRIDGE 'I-I' -OKCY-XTWN(015)TI | ||||||||
0093 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 85.000 | 85.000 | 85.000 | $31.57 | $0.00 | $2,683.45 | |
0094 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,095.000 | 1,095.000 | 1,095.000 | $7.03 | $0.00 | $7,697.85 | |
0095 | CLSM BACKFILL | 501(G) 6309 | CY | 420.900 | 420.900 | 420.900 | $122.97 | $0.00 | $51,758.07 | |
0096 | APPROACH SLAB | 504(A) 1304 | SY | 563.200 | 563.200 | 563.200 | $146.02 | $0.00 | $82,238.46 | |
0097 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 225.400 | 225.400 | 225.400 | $309.16 | $0.00 | $69,684.66 | |
0098 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 728.500 | 728.500 | 728.500 | $76.49 | $0.00 | $55,722.97 | |
0099 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 42.400 | 42.400 | 0.000 | 42.400 | $401.14 | $0.00 | $17,008.33 |
0100 | STRUCTURAL STEEL | 506(A) 1322 | LB | 431,710.000 | 431,710.000 | 431,710.000 | $1.50 | $0.00 | $647,565.00 | |
0101 | STRUCTURAL STEEL A36 | 506(A) 6005 | LB | 106.000 | 106.000 | 106.000 | $18.77 | $0.00 | $1,989.62 | |
0102 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 10,016.000 | 10,016.000 | 10,016.000 | $10.63 | $0.00 | $106,470.08 | |
0103 | CLASS AA CONCRETE | 509(A) 1326 | CY | 275.800 | 275.800 | 275.800 | $550.00 | $0.00 | $151,690.00 | |
0104 | CLASS A CONCRETE | 509(B) 1328 | CY | 490.400 | 490.400 | 490.400 | $450.00 | $0.00 | $220,680.00 | |
0105 | SLOPE WALL (5") | 510(C) 6138 | SY | 479.000 | 713.100 | 713.100 | $79.00 | $0.00 | $56,334.90 | |
0106 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 2,092.000 | 2,092.000 | 2,092.000 | $38.03 | $0.00 | $79,558.76 | |
0107 | REINFORCING STEEL | 511(A) 1332 | LB | 1,400.000 | 1,400.000 | 1,400.000 | $0.83 | $0.00 | $1,162.00 | |
0108 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 139,700.000 | 139,700.000 | 139,700.000 | $0.81 | $0.00 | $113,157.00 | |
0109 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $53,668.72 | $0.00 | $53,668.72 | |
0110 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,917.000 | 1,917.000 | 1,917.000 | $25.50 | $0.00 | $48,883.50 | |
0111 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 875.000 | 1,142.000 | 130.830 | 1,142.000 | $33.94 | $4,440.37 | $38,759.48 |
0112 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,917.000 | 1,799.970 | 1,799.970 | $16.69 | $0.00 | $30,041.50 | |
0113 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 875.000 | 980.020 | 980.020 | $17.48 | $0.00 | $17,130.75 | |
0114 | METAL PILE SHOES | 514(G) 6310 | EA | 31.000 | 31.000 | 31.000 | $124.41 | $0.00 | $3,856.71 | |
0115 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 10,016.000 | 10,016.000 | 10,016.000 | $3.27 | $0.00 | $32,752.32 | |
0116 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 186.000 | 186.970 | 186.970 | $690.17 | $0.00 | $129,041.09 | |
0117 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 1,101.600 | 1,101.600 | 1,101.600 | $3.22 | $0.00 | $3,547.15 | |
0118 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 38.000 | 7.000 | 7.000 | $80.50 | $0.00 | $563.50 | |
0119 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 6.000 | 6.000 | 6.000 | $1,515.76 | $0.00 | $9,094.56 | |
0120 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 4.000 | 4.000 | 4.000 | $1,522.03 | $0.00 | $6,088.12 | |
0121 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 153.000 | 153.000 | 153.000 | $10.82 | $0.00 | $1,655.46 | |
0122 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 80.000 | 50.000 | 50.000 | $12.92 | $0.00 | $646.00 | |
0123 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
Subtotals For Category 0201/BRIDGE 'I-I' -OKCY-XTWN(015)TI | $4,440.37 | $2,216,130.01 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0202/BRIDGE 'I-P' - OKCY-XTWN(015)TI | ||||||||
0124 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $450,000.00 | $0.00 | $450,000.00 | |
Subtotals For Category 0202/BRIDGE 'I-P' - OKCY-XTWN(015)TI | $0.00 | $450,000.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0203/BRIDGE 'I-K' - OKCY-XTWN(015)TI | ||||||||
0125 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 8.500 | 8.500 | 8.500 | $100.40 | $0.00 | $853.40 | |
0126 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 187.000 | 187.000 | 187.000 | $10.63 | $0.00 | $1,987.81 | |
0127 | SLOPE WALL (5") | 510(C) 6138 | SY | 201.000 | 201.000 | 201.000 | $69.12 | $0.00 | $13,893.12 | |
0128 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 187.000 | 187.000 | 187.000 | $3.27 | $0.00 | $611.49 | |
0129 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 68.000 | 0.000 | 0.000 | $8.59 | $0.00 | $0.00 | |
0130 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 20.000 | 0.000 | 0.000 | $13.69 | $0.00 | $0.00 | |
Subtotals For Category 0203/BRIDGE 'I-K' - OKCY-XTWN(015)TI | $0.00 | $17,345.82 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0204/BRIDGE 'I-B' - OKCY-XTWN(015)TI | ||||||||
0131 | CLSM BACKFILL | 501(G) 6309 | CY | 12.000 | 0.000 | 0.000 | $273.12 | $0.00 | $0.00 | |
0132 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 6,700.000 | 6,700.000 | 6,700.000 | $10.63 | $0.00 | $71,221.00 | |
0133 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 6,700.000 | 6,700.000 | 6,700.000 | $3.27 | $0.00 | $21,909.00 | |
Subtotals For Category 0204/BRIDGE 'I-B' - OKCY-XTWN(015)TI | $0.00 | $93,130.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0310/TRAFFIC SIGNING & STRIPING - OKCY-XTWN(015)TI | ||||||||
0134 | CLASS C CONCRETE | 509(D) 0325 | CY | 47.810 | 40.980 | 40.980 | $536.69 | $0.00 | $21,993.56 | |
0135 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 145.000 | 151.000 | 151.000 | $644.02 | $0.00 | $97,247.02 | |
0136 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 61.960 | 61.960 | 61.960 | $751.36 | $0.00 | $46,554.27 | |
0137 | REINFORCING STEEL | 804(B) 2916 | LB | 4,465.000 | 2,498.000 | 2,498.000 | $1.61 | $0.00 | $4,021.78 | |
0138 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 292.250 | 272.760 | 272.760 | $12.88 | $0.00 | $3,513.15 | |
0139 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 120.000 | 120.000 | 120.000 | $19.32 | $0.00 | $2,318.40 | |
0140 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 5,716.300 | 5,897.900 | 5,897.900 | $19.32 | $0.00 | $113,947.43 | |
0141 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 160.000 | 132.500 | 132.500 | $31.13 | $0.00 | $4,124.73 | |
0142 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 42.000 | 29.600 | 29.600 | $33.27 | $0.00 | $984.79 | |
0143 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 96.000 | 73.100 | 73.100 | $15.03 | $0.00 | $1,098.69 | |
0144 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 120.000 | 114.800 | 114.800 | $8.59 | $0.00 | $986.13 | |
0145 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 32.000 | 30.000 | 30.000 | $8.59 | $0.00 | $257.70 | |
0146 | (PL)OVERHEAD SIGN STRUCTURE WALKWAY & HANDRAIL-INTERNAL | 852 8603 | LF | 150.000 | 150.000 | 150.000 | $122.90 | $0.00 | $18,435.00 | |
0147 | (PL)OVERHEAD SIGN STRUCTURE WALKWAY & HANDRAIL-EXTERNAL | 852 8604 | LF | 150.000 | 150.000 | 150.000 | $171.74 | $0.00 | $25,761.00 | |
0148 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(B) 0340 | EA | 2.000 | 2.000 | 2.000 | $85,869.95 | $0.00 | $171,739.90 | |
0149 | OVHD.SN.STR., MONOTUBE TYPE C | 852(B) 0500 | EA | 1.000 | 1.000 | 1.000 | $43,149.65 | $0.00 | $43,149.65 | |
0150 | (PL)REPAIR OVHD.SN.STR.TYPE C-1 ALUM. | 852(K) 8772 | EA | 6.000 | 4.000 | 4.000 | $8,587.00 | $0.00 | $34,348.00 | |
0151 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.90' | 852A/B 8970 | EA | 1.000 | 1.000 | 1.000 | $59,035.59 | $0.00 | $59,035.60 | |
0152 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.100' | 852A/B 8976 | EA | 1.000 | 1.000 | 1.000 | $64,402.46 | $0.00 | $64,402.46 | |
0153 | BARRIER DELINEATORS(TYPE 2, CODE 1) | 853 9063 | EA | 32.000 | 0.000 | 0.000 | $5.37 | $0.00 | $0.00 | |
0154 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 46.000 | 27.000 | 27.000 | $214.67 | $0.00 | $5,796.09 | |
0155 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 33,771.000 | 30,969.000 | 30,969.000 | $0.39 | $0.00 | $12,077.91 | |
0156 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 19,293.000 | 18,975.000 | 18,975.000 | $0.54 | $0.00 | $10,246.50 | |
0157 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 12,604.000 | 6,435.000 | 6,435.000 | $1.07 | $0.00 | $6,885.45 | |
0158 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 60,000.000 | 71,211.000 | 71,211.000 | $0.27 | $0.00 | $19,226.98 | |
0159 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 133.000 | 114.000 | 114.000 | $305.91 | $0.00 | $34,873.74 | |
0160 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 1.000 | 2.000 | 2.000 | $21,467.49 | $0.00 | $42,934.98 | |
0161 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 20.000 | 20.000 | 20.000 | $53.67 | $0.00 | $1,073.40 | |
8015 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 345.000 | 345.000 | $42.14 | $0.00 | $14,538.30 | |
8016 | (PL)SPECIAL SIGNS | 850(D) 8121 | EA | 0.000 | 2.000 | 2.000 | $3,465.00 | $0.00 | $6,930.00 | |
8017 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(B) 0340 | EA | 0.000 | 2.000 | 2.000 | $8,284.37 | $0.00 | $16,568.74 | |
8018 | OVHD.SN.STR., MONOTUBE TYPE C | 852(B) 0500 | EA | 0.000 | 1.000 | 1.000 | $4,142.18 | $0.00 | $4,142.18 | |
Subtotals For Category 0310/TRAFFIC SIGNING & STRIPING - OKCY-XTWN(015)TI | $0.00 | $889,213.53 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0330/TRAFFIC LIGHTING - OKCY-XTWN(015)TI | ||||||||
0162 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 348.000 | 345.950 | 345.950 | $564.06 | $0.00 | $195,136.56 | |
0163 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 126.000 | 84.790 | 84.790 | $62.26 | $0.00 | $5,279.03 | |
0164 | 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8302 | LF | 1,440.000 | 1,436.000 | 1,436.000 | $12.45 | $0.00 | $17,878.20 | |
0165 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 740.000 | 1,067.000 | 1,067.000 | $15.03 | $0.00 | $16,037.01 | |
0166 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 4,000.000 | 4,429.500 | 4,429.500 | $4.83 | $0.00 | $21,394.48 | |
0167 | (PL)HDPE CONDUIT ENCASED | 802(B) 8560 | LF | 340.000 | 348.000 | 348.000 | $5.47 | $0.00 | $1,903.56 | |
0168 | (PL)PULL BOX | 803 8060 | EA | 1.000 | 1.000 | 1.000 | $982.14 | $0.00 | $982.14 | |
0169 | PULL BOX(SIZE I) | 803 8065 | EA | 33.000 | 37.000 | 37.000 | $257.61 | $0.00 | $9,531.57 | |
0170 | 45' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8991 | EA | 9.000 | 9.000 | 9.000 | $2,205.78 | $0.00 | $19,852.02 | |
0171 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 14.000 | 14.000 | 14.000 | $792.15 | $0.00 | $11,090.10 | |
0172 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 32.000 | 30.000 | 30.000 | $501.27 | $0.00 | $15,038.10 | |
0173 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 40.000 | 40.000 | 40.000 | $1,031.51 | $0.00 | $41,260.40 | |
0174 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 2.000 | 2.000 | $5,527.88 | $0.00 | $11,055.76 | |
0175 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 11,080.000 | 10,100.000 | 10,100.000 | $2.68 | $0.00 | $27,068.00 | |
0176 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 9,300.000 | 15,502.000 | 15,502.000 | $1.82 | $0.00 | $28,213.64 | |
0177 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,080.000 | 1,750.000 | 1,750.000 | $1.13 | $0.00 | $1,977.50 | |
0178 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 1,200.000 | 1,113.000 | 1,113.000 | $0.86 | $0.00 | $957.18 | |
0179 | 140' HIGH MAST POLE(G.STL.) | 812 8068 | EA | 1.000 | 1.000 | 1.000 | $15,832.27 | $0.00 | $15,832.27 | |
0180 | 150' HIGH MAST POLE(G.STL.) | 812 8072 | EA | 5.000 | 5.000 | 5.000 | $20,426.31 | $0.00 | $102,131.55 | |
0181 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 6.000 | 6.000 | 6.000 | $8,597.73 | $0.00 | $51,586.38 | |
0182 | (PL)REMOVAL OF HIGH MAST TOWER | 890(A) 8708 | EA | 4.000 | 5.000 | 5.000 | $2,334.59 | $0.00 | $11,672.95 | |
8010 | (PL)REMOVAL OF HIGH MAST TOWER | 890(A) 8708 | EA | 0.000 | 5.000 | 5.000 | $4,457.25 | $0.00 | $22,286.25 | |
8012 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 0.000 | 869.000 | 428.300 | 869.000 | $5.91 | $2,531.25 | $5,135.79 |
8013 | PULL BOX(SIZE I) | 803 8065 | EA | 0.000 | 9.000 | 4.000 | 9.000 | $60.39 | $241.56 | $543.51 |
8014 | 1/C NO.4 ELECT.COND. | 811 8038 | LF | 0.000 | 6,400.000 | -3,134.000 | 6,400.000 | $0.57 | $-1,786.38 | $3,648.00 |
Subtotals For Category 0330/TRAFFIC LIGHTING - OKCY-XTWN(015)TI | $986.43 | $637,491.95 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0340/TRAFFIC CONTROL - OKCY-XTWN(015)TI | ||||||||
0183 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 16,571.000 | 0.000 | 0.000 | $7.14 | $0.00 | $0.00 | |
0184 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 25,387.000 | 20,882.500 | 20,882.500 | $3.58 | $0.00 | $74,759.35 | |
0185 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 16,075.000 | 12,328.000 | 12,328.000 | $18.89 | $0.00 | $232,875.92 | |
0186 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 123,700.000 | 185,561.000 | 185,561.000 | $0.27 | $0.00 | $50,101.48 | |
0187 | PAVEMENT MARKERS CLASS B TYPE 1-B | 857(A) 8926 | EA | 20,887.000 | 0.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0188 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 2,160.000 | 1,764.000 | 1,764.000 | $7.51 | $0.00 | $13,247.64 | |
0189 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 840.000 | 278.000 | 278.000 | $2.15 | $0.00 | $597.70 | |
0190 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 9,605.000 | 53,482.000 | 53,482.000 | $0.54 | $0.00 | $28,880.28 | |
0191 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,530.000 | 15,935.000 | 15,935.000 | $2.15 | $0.00 | $34,260.25 | |
0192 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 11,530.000 | 34,216.000 | 34,216.000 | $2.15 | $0.00 | $73,564.40 | |
0193 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 1,690.000 | 2.000 | 2.000 | $3.22 | $0.00 | $6.44 | |
0194 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,050.000 | 11,442.000 | 11,442.000 | $0.54 | $0.00 | $6,178.68 | |
0195 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 15,040.000 | 44,496.000 | 44,496.000 | $0.27 | $0.00 | $12,013.92 | |
0196 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 54,390.000 | 90,764.000 | 90,764.000 | $0.27 | $0.00 | $24,506.28 | |
0197 | DRUMS | 880(F) 8878 | SD | 54,390.000 | 159,621.000 | 159,621.000 | $0.27 | $0.00 | $43,097.67 | |
0198 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 904.000 | 501.500 | 501.500 | $57.15 | $0.00 | $28,660.73 | |
0199 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 28,700.000 | 20,818.000 | 20,818.000 | $12.53 | $0.00 | $260,849.54 | |
0200 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 18,040.000 | 11,106.000 | 11,106.000 | $11.88 | $0.00 | $131,939.28 | |
0201 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,640.000 | 1,800.000 | 1,800.000 | $7.06 | $0.00 | $12,708.00 | |
0202 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 820.000 | 736.000 | 736.000 | $7.06 | $0.00 | $5,196.16 | |
Subtotals For Category 0340/TRAFFIC CONTROL - OKCY-XTWN(015)TI | $0.00 | $1,033,443.72 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0600/STAKING - OKCY-XTWN(015)TI | ||||||||
0203 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $83,401.19 | $0.00 | $83,401.20 | |
Subtotals For Category 0600/STAKING - OKCY-XTWN(015)TI | $0.00 | $83,401.20 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0640/CONSTRUCTION - OKCY-XWTN(015)TI | ||||||||
0204 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $6,612.76 | $0.00 | $6,612.76 | |
0205 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $24,230.59 | $0.00 | $24,230.60 | |
0206 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.260 | 1.000 | $1,150,000.00 | $299,000.00 | $1,150,000.00 |
0207 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $26,244.00 | $0.00 | $26,244.00 | |
Subtotals For Category 0640/CONSTRUCTION - OKCY-XWTN(015)TI | $299,000.00 | $1,207,087.36 | ||||||||
Fed/State Project Number: OKCY-XTWN(015)TI | Project: 17428(34) | Category: 0900/NON-PARTICIPATING | ||||||||
8008 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $750,000.00 | $0.00 | $750,000.00 | |
8009 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $780,000.00 | ||||||||
Subtotals For Project OKCY-XTWN(015)TI /17428(34) | $304,427.08 | $16,172,321.52 |
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: SEC115-155N(806)SG | Project: 22873(08) | Category: 0904/SAFETY - SEC115-155N(806)SG | ||||||||
0001 | CLASS A CONCRETE | 509(B) 0321 | CY | 5.440 | 5.160 | 5.160 | $697.69 | $0.00 | $3,600.08 | |
0002 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 900.000 | 2,980.000 | 2,980.000 | $19.32 | $0.00 | $57,573.60 | |
0003 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 7,000.000 | 5,864.000 | 5,864.000 | $7.78 | $0.00 | $45,621.92 | |
0004 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 200.000 | 0.000 | 0.000 | $30.05 | $0.00 | $0.00 | |
0005 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 600.000 | 782.000 | 782.000 | $10.20 | $0.00 | $7,976.40 | |
0006 | PULL BOX(SIZE II) | 803 8066 | EA | 3.000 | 3.000 | 3.000 | $284.44 | $0.00 | $853.32 | |
0007 | GROUND BOX, R1 | 803 8075 | EA | 1.000 | 1.000 | 1.000 | $2,098.45 | $0.00 | $2,098.45 | |
0008 | GROUND BOX (GB48) | 803 8090 | EA | 4.000 | 6.000 | 6.000 | $7,449.22 | $0.00 | $44,695.32 | |
0009 | REINFORCING STEEL | 804(B) 2916 | LB | 498.000 | 497.300 | 497.300 | $1.66 | $0.00 | $825.52 | |
0010 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $2,431.19 | $0.00 | $2,431.19 | |
0011 | 1/C NO.0 ELECTRICAL CONDUCTOR | 811 8032 | LF | 2,700.000 | 2,271.000 | 2,271.000 | $3.01 | $0.00 | $6,835.71 | |
0012 | (PL)FIBER OPTIC CABLE, 24, SMF-28 | 818 8715 | LF | 400.000 | 450.000 | 450.000 | $3.86 | $0.00 | $1,737.00 | |
0013 | (PL)FIBER OPTIC CABLE, 48, SMF-28 | 818 8720 | LF | 9,000.000 | 4,008.000 | 4,008.000 | $5.74 | $0.00 | $23,005.92 | |
0014 | (PL)FIBER OPTIC CABLE SPLICE | 818 8735 | EA | 72.000 | 6.000 | 6.000 | $136.32 | $0.00 | $817.92 | |
0015 | (PL)FIBER OPTIC CABLE TERMINATION | 818 8740 | EA | 12.000 | 3.000 | 3.000 | $109.48 | $0.00 | $328.44 | |
0016 | (PL)FIBER OPTIC ROUTE SIGN & INSTALLATION | 877 5570 | EA | 5.000 | 6.000 | 6.000 | $61.18 | $0.00 | $367.08 | |
0017 | (PL)SHIELD ISOLATION PEDESTAL | 887 8370 | EA | 2.000 | 2.000 | 2.000 | $354.22 | $0.00 | $708.44 | |
0018 | (PL)REMOVAL OF PULL BOX | 890(A) 8704 | EA | 1.000 | 1.000 | 1.000 | $161.01 | $0.00 | $161.01 | |
0019 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 890A/B 8742 | LSUM | 1.000 | 1.000 | 1.000 | $18,784.05 | $0.00 | $18,784.05 | |
8007 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
Subtotals For Category 0904/SAFETY - SEC115-155N(806)SG | $0.00 | $225,921.37 | ||||||||
Subtotals For Project SEC115-155N(806)SG /22873(08) | $0.00 | $225,921.37 |