Contract ID: | 110504 | Estimate Number: | 0039 , Final | Spec Year: | 2009 | |||
Primary JP: | 17428(58) | Residency: | EDMOND (04400) | Contract No: | 710665 | |||
Date Created: | 02/13/2017 | Contractor FEI: | 731297069 | Account No: | 400400 |
Project Number(s): | OKCY-XTWN(046) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE I-40: FROM WEST OF MAY AVENUE, EXTEND EAST IN OKLAHOMA CITY. AGNEW AVENUE: FROM RENO AVENUE, EXTEND SOUTH IN OKLAHOMA CITY. PROJECT LENGTH = 0.897 MILE. | ||||||||
Primary County: | OKLAHOMA | ||||||||
Name of Road: | I-40 / CITY STREET | ||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | Time Charged: | 509.00 | ||||||
1100 South Eastern | Time Allowed: | 509.00 | |||||||
OKLAHOMA CITY , OK 73129 | Percent Time: | 100.00 % |
Paid To Date: | $18,322,035.37 | Payable This Statement: | $85,186.80 |
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: | 110504 | Estimate Number: | 0039 | Contract No: | 710665 | |||
Residency: | EDMOND (04400) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(046) | ||||||||||||
Primary Job Piece No: | 17428(58) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE I-40: FROM WEST OF MAY AVENUE, EXTEND EAST IN OKLAHOMA CITY. AGNEW AVENUE: FROM RENO AVENUE, EXTEND SOUTH IN OKLAHOMA CITY. PROJECT LENGTH = 0.897 MILE. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 / CITY STREET | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 11/17/2011 | NTP Effective Date: | 02/15/2012 | Pay Period: | 02/16/2016 TO 01/15/2017 |
Date Awarded: | 12/05/2011 | Date Work Began: | 02/27/2012 | Original Contract Time: | 300 |
Date Contract Executed: | 12/16/2011 | Date Time Stopped: | 05/30/2015 | Current Time Charged: | 509.00 |
Date NTP Issued: | 12/20/2011 | Completion Date: | 05/30/2015 | Current Time Allowed: | 509.00 |
General Liability Expires: | 09/01/2017 | Workman's Comp Expires: | 09/01/2017 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | ||||
Bid Amount: | $17,699,647.18 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $18,341,750.12 | Participating: | $18,328,536.63 | $18,243,349.83 | $85,186.80 | ||
Percent Complete: | 99.89 % | Non Participating: | $4,758.30 | $4,758.30 | $0.00 | ||
Unearned Balance: | $19,714.75 | Total Earnings: | $18,333,294.93 | $18,248,108.13 | $85,186.80 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $18,333,294.93 | $18,248,108.13 | $85,186.80 | ||||
Other Adjustments: | $258,740.44 | $258,740.44 | $0.00 | ||||
Liq Dam/Disincentive: | $-270,000.00 | $-270,000.00 | $0.00 | ||||
TOTAL: | $18,322,035.37 | $18,236,848.57 | $85,186.80 |
Contract ID: | 110504 | Estimate Number: | 0039 | Primary JP: | 17428(58) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Contract Time | Approved | 01/21/2014 | 297.0 | $0.00 |
002 | Extension of Drainage Structure X-3 | Approved | 12/04/2012 | 0.0 | $66,858.88 |
003 | Revision of Original Plan Quantities | Approved | 09/11/2012 | 0.0 | $79,135.71 |
004 | Signal Modification for Traffic Control | Approved | 06/26/2012 | 0.0 | $2,449.00 |
005 | Over run on temporary traffic control | Approved | 05/06/2013 | 0.0 | $162,324.49 |
006 | PC Concrete Patching | Approved | 06/04/2013 | 0.0 | $113,463.60 |
007 | Additional Heat Applied Transfer - Pavement Symbols | Approved | 07/01/2013 | 0.0 | $90,339.50 |
008 | Smoothness Adjustment | Approved | 08/13/2013 | 0.0 | $39,497.88 |
009 | Controller Cabinet | Approved | 09/09/2013 | 0.0 | $38,009.21 |
010 | Relocate Sewer Line | Approved | 11/04/2013 | 0.0 | $27,635.78 |
011 | Adjust Manholes & Drainage | Approved | 02/04/2014 | 0.0 | $13,426.09 |
013 | PCMS | Approved | 11/09/2015 | 0.0 | $8,962.80 |
014 | FINAL QUANTITY CHANGE ORDER | Approved | 01/23/2017 | 0.0 | $-8,455.26 |
015 | Remove Internal Milestone Bridge MF | Approved | 01/12/2017 | 0.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(58) | 0011 | Fabric | Stockpiled Material Adjustment | 0015 | $-1,382.58 |
17428(58) | 0011 | Fabric | Stockpiled Material Initial Payment | 0004 | $5,384.05 |
17428(58) | 0011 | Fabric | Stockpiled Material Closure | 0027 | $-0.58 |
17428(58) | 0011 | Fabric | Stockpiled Material Adjustment | 0014 | $-4,000.89 |
17428(58) | 0013 | Stockpiled Material Adjustment | 0032 | $-0.02 | |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0011 | $-37,660.48 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0013 | $-40,519.93 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0008 | $-14,127.79 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0012 | $-4,109.92 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0011 | $-11,391.68 |
17428(58) | 0013 | Fabric | Stockpiled Material Initial Payment | 0004 | $74,062.48 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0018 | $-973.20 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0020 | $-859.23 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0021 | $-12,565.44 |
17428(58) | 0013 | Fabric | Stockpiled Material Adjustment | 0009 | $-22,274.20 |
17428(58) | 0013 | Fabric | Stockpiled Material Initial Payment | 0004 | $70,419.41 |
17428(58) | 0022 | Dowel Baskets | Stockpiled Material Initial Payment | 0004 | $58,157.68 |
17428(58) | 0022 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-11,096.92 |
17428(58) | 0022 | Dowel Baskets | Stockpiled Material Adjustment | 0011 | $-47,060.76 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0009 | $-4,232.89 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-22,308.26 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $13,772.92 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-20,089.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $20,089.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0009 | $-13,772.92 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $19,790.14 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $18,639.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Initial Payment | 0001 | $26,541.15 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-18,639.87 |
17428(58) | 0093 | Raw Steel | Stockpiled Material Adjustment | 0008 | $-19,790.14 |
17428(58) | 0113 | Beams III | Stockpiled Material Adjustment | 0012 | $-65,068.01 |
17428(58) | 0113 | Beams III | Stockpiled Material Adjustment | 0008 | $-77,825.54 |
17428(58) | 0113 | Beams III | Stockpiled Material Initial Payment | 0005 | $142,893.55 |
17428(58) | 0114 | Stockpiled Material Adjustment | 0032 | $0.01 | |
17428(58) | 0114 | Beams IV | Stockpiled Material Initial Payment | 0005 | $212,792.27 |
17428(58) | 0114 | Beams IV | Stockpiled Material Adjustment | 0007 | $-197,640.72 |
17428(58) | 0114 | Beams IV | Stockpiled Material Adjustment | 0008 | $-7,620.79 |
17428(58) | 0114 | Beams IV | Stockpiled Material Adjustment | 0015 | $-7,530.77 |
17428(58) | 0149 | 32'MH Pole 40'TS | Stockpiled Material Adjustment | 0024 | $-8,801.22 |
17428(58) | 0149 | 32'MH Pole 40'TS | Stockpiled Material Initial Payment | 0015 | $8,801.22 |
17428(58) | 0150 | 32'MH Pole 50'TS | Stockpiled Material Adjustment | 0024 | $-13,764.08 |
17428(58) | 0150 | 32'MH Pole 50'TS | Stockpiled Material Initial Payment | 0015 | $13,764.08 |
17428(58) | 0151 | 32'MH Pole 30'TS | Stockpiled Material Initial Payment | 0015 | $8,349.29 |
17428(58) | 0151 | 32'MH Pole 30'TS | Stockpiled Material Adjustment | 0024 | $-8,349.29 |
17428(58) | 0153 | Luminaires | Stockpiled Material Initial Payment | 0015 | $2,949.90 |
17428(58) | 0153 | Luminaires | Stockpiled Material Adjustment | 0025 | $-2,949.90 |
17428(58) | 0193 | Luminaire Arms | Stockpiled Material Adjustment | 0023 | $-6,002.70 |
17428(58) | 0193 | Luminaire Arms | Stockpiled Material Initial Payment | 0015 | $6,002.70 |
17428(58) | 0195 | Luminaire | Stockpiled Material Adjustment | 0023 | $-3,933.20 |
17428(58) | 0195 | Luminaire | Stockpiled Material Initial Payment | 0015 | $3,933.20 |
17428(58) | 0197 | Luminaires | Stockpiled Material Initial Payment | 0009 | $19,170.00 |
17428(58) | 0197 | Luminaires | Stockpiled Material Adjustment | 0022 | $-19,170.00 |
17428(58) | 0202 | 120' HM Pole | Stockpiled Material Initial Payment | 0009 | $9,711.00 |
17428(58) | 0202 | 120' HM Pole | Stockpiled Material Adjustment | 0021 | $-9,711.00 |
17428(58) | 0202 | 120' High Mast | Stockpiled Material Initial Payment | 0012 | $26,850.00 |
17428(58) | 0202 | 120' High Mast | Stockpiled Material Adjustment | 0021 | $-26,850.00 |
17428(58) | 0203 | 140' HM Pole | Stockpiled Material Adjustment | 0021 | $-9,777.00 |
17428(58) | 0203 | 140' HM Pole | Stockpiled Material Initial Payment | 0009 | $9,777.00 |
17428(58) | 0203 | 140' High Mast | Stockpiled Material Adjustment | 0021 | $-38,700.00 |
17428(58) | 0203 | 140' High Mast | Stockpiled Material Initial Payment | 0012 | $38,700.00 |
17428(58) | 0204 | Light. Rod, Arrestor, Obstr. Lght | Stockpiled Material Adjustment | 0021 | $-3,672.00 |
17428(58) | 0204 | Light. Rod, Arrestor, Obstr. Lght | Stockpiled Material Initial Payment | 0009 | $3,672.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0020 | --24 | $2,000.00 | $-48,000.00 |
System Application of Liquidated Damages | 0021 | --16 | $2,000.00 | $-32,000.00 |
System Application of Liquidated Damages | 0022 | --28 | $2,000.00 | $-56,000.00 |
System Application of Liquidated Damages | 0023 | --31 | $2,000.00 | $-62,000.00 |
System Application of Liquidated Damages | 0024 | --13 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0025 | --13 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0026 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0027 | --58 | $2,000.00 | $-116,000.00 |
System Application of Liquidated Damages | 0028 | --11 | $2,000.00 | $-22,000.00 |
System Application of Liquidated Damages | 0032 | -209 | $2,000.00 | $418,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0004 | $8,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0005 | $30,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0006 | $32,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $116,000.00 |
LD Adjustment (Prog. Est. Only) | 0030 | $418,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0030 | $84,000.00 |
LD Adjustment (Prog. Est. Only) | 0032 | $-418,000.00 | Subtotals For Contract Adjustments | $270,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 47,133.00 | $0.01 | $776.28 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 31,182.00 | $0.01 | $513.57 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 44,465.00 | $-0.04 | $-2,066.29 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 26,964.00 | $-0.10 | $-2,709.07 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 27,538.00 | $-0.10 | $-2,766.74 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 5,000.00 | $-0.01 | $-82.35 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0026 | 1,588.00 | $-0.04 | $-69.03 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0039 | 0.00 | $0.00 | $4,869.94 |
17428(58) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0039 | 11,473.00 | $-0.42 | $-4,869.94 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0003 | 12,164.00 | $0.01 | $200.34 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 2,707.00 | $-0.10 | $-271.97 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 16,706.00 | $-0.10 | $-1,678.45 |
17428(58) | 0002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0012 | 5,000.00 | $-0.01 | $-82.35 |
17428(58) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 705.73 | $1.53 | $1,080.40 |
17428(58) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 350.66 | $0.48 | $168.63 |
17428(58) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0019 | -2,722.25 | $67.43 | $-183,561.32 |
17428(58) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0023 | 2,722.25 | $67.43 | $183,561.32 |
17428(58) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 2,397.21 | $1.53 | $3,669.89 |
17428(58) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,720.74 | $0.48 | $827.50 |
17428(58) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0019 | -1,443.95 | $83.50 | $-120,569.83 |
17428(58) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0023 | -33.20 | $83.50 | $-2,772.20 |
17428(58) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0023 | 1,443.95 | $83.50 | $120,569.83 |
17428(58) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0023 | -71.82 | $83.50 | $-5,997.72 |
17428(58) | 0258 | (SP)CONTRACTORS QUALITY CONTROL | * QAQC | 0027 | 1.00 | $-28,402.83 | $-28,402.83 |
17428(58) | 0258 | (SP)CONTRACTORS QUALITY CONTROL | * QAQC | 0029 | 1.00 | $28,402.83 | $28,402.83 | Subtotals For Line Item Adjustments | $-11,259.56 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 02/26/2012 | 02/18/2013 | 358.00 DYS | $15,000.00 | Y | |||
02 | Internal Milestone Bridge MF | 02/26/2012 | 04/06/2012 | 60.00 DYS | $2,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0022 | $-270,000.00 |
02 | System Application of Disincentive Adj | 0004 | $-8,000.00 |
02 | System Application of Disincentive Adj | 0005 | $-30,000.00 |
02 | System Application of Disincentive Adj | 0006 | $-32,000.00 |
02 | System Application of Disincentive Adj | 0007 | $-14,000.00 |
02 | System Application of Disincentive Adj | 0008 | $-46,000.00 |
02 | System Application of Disincentive Adj | 0009 | $30,000.00 |
02 | System Application of Disincentive Adj | 0009 | $46,000.00 |
02 | System Application of Disincentive Adj | 0009 | $32,000.00 |
02 | System Application of Disincentive Adj | 0009 | $14,000.00 |
02 | System Application of Disincentive Adj | 0009 | $8,000.00 | Subtotals For Milestones | $-270,000.00 |
Contract ID: | 110504 | Estimate Number: | 0039 | Primary JP: | 17428(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(046) | Project: 17428(58) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 231,572.000 | 243,045.000 | 11,473.000 | 243,045.000 | $3.24 | $37,172.52 | $787,465.80 |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 68,314.000 | 69,312.000 | 69,312.000 | $5.31 | $0.00 | $368,046.72 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $8,605.02 | $0.00 | $8,605.03 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 8,962.000 | 5,053.000 | 5,053.000 | $1.62 | $0.00 | $8,185.86 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 43.000 | 0.000 | 0.000 | $108.20 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 144.000 | 14.000 | 14.000 | $6.49 | $0.00 | $90.86 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 46,097.000 | 98,287.100 | 98,287.100 | $1.14 | $0.00 | $112,047.30 | |
0008 | MOWING | 241 2832 | AC | 18.000 | 0.000 | 0.000 | $108.20 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 12,896.000 | 13,260.160 | 13,260.160 | $33.20 | $0.00 | $440,237.31 | |
0010 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 90,800.000 | 90,800.000 | 90,800.000 | $5.01 | $0.00 | $454,907.99 | |
0011 | CEMENT TREATED BASE | 317 4270 | SY | 3,428.000 | 3,618.000 | 3,618.000 | $8.23 | $0.00 | $29,776.14 | |
0012 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 55,561.000 | 58,614.000 | 58,614.000 | $7.71 | $0.00 | $451,913.94 | |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 177,137.000 | 177,137.000 | 177,137.000 | $1.67 | $0.00 | $295,818.78 | |
0014 | TACK COAT | 407(B) 0250 | GAL | 3,504.000 | 2,324.000 | 25.000 | 2,324.000 | $3.70 | $92.50 | $8,598.80 |
0015 | PRIME COAT | 408 5774 | GAL | 4,390.000 | 0.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 3,701.000 | 4,607.680 | 4,607.680 | $67.43 | $0.00 | $310,695.85 | |
0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 10,796.000 | 10,086.090 | 10,086.090 | $54.56 | $0.00 | $550,297.07 | |
0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 2,468.000 | 2,619.610 | 2,619.610 | $83.50 | $0.00 | $218,737.44 | |
0019 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 17,128.000 | 18,854.970 | 18,854.970 | $11.10 | $0.00 | $209,290.17 | |
0020 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 21,619.000 | 14,909.770 | 14,909.770 | $14.83 | $0.00 | $221,111.88 | |
0021 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 26,933.000 | 28,396.000 | 28,396.000 | $28.00 | $0.00 | $795,088.00 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 22,084.000 | 22,371.690 | 22,371.690 | $88.00 | $0.00 | $1,968,708.72 | |
0023 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 554.000 | 416.990 | 416.990 | $62.47 | $0.00 | $26,049.37 | |
0024 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,210.000 | 5,210.000 | 5,210.000 | $53.41 | $0.00 | $278,266.10 | |
0025 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 20,688.000 | 22,703.330 | 22,703.330 | $10.71 | $0.00 | $243,152.67 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 974.000 | 788.200 | 788.200 | $291.40 | $0.00 | $229,681.48 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 175.000 | 149.610 | 20.558 | 149.610 | $243.45 | $5,004.85 | $36,422.56 |
0028 | SLOPE WALL (5") | 510(C) 6135 | SY | 1,339.000 | 1,339.000 | -55.640 | 1,339.000 | $44.92 | $-2,499.35 | $60,147.88 |
0029 | REINFORCING STEEL | 511(A) 0332 | LB | 74,633.000 | 143,057.360 | 53,974.000 | 143,057.360 | $0.92 | $49,656.08 | $131,612.77 |
0030 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 1,483.000 | 1,723.000 | 1,723.000 | $2.71 | $0.00 | $4,669.33 | |
0031 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 110.000 | 367.500 | 367.500 | $3.22 | $0.00 | $1,183.35 | |
0032 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 9,269.000 | 11,243.000 | 11,243.000 | $16.84 | $0.00 | $189,332.12 | |
0033 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 1,711.000 | 1,732.240 | 1,732.240 | $34.59 | $0.00 | $59,918.18 | |
0034 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 1,255.000 | 1,239.900 | 0.810 | 1,239.900 | $29.95 | $24.26 | $37,135.01 |
0035 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 3,889.000 | 2,358.440 | -140.790 | 2,358.440 | $26.29 | $-3,701.37 | $62,003.39 |
0036 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 200.000 | 240.000 | 240.000 | $18.48 | $0.00 | $4,435.20 | |
0037 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 8.000 | 8.000 | 8.000 | $2,176.44 | $0.00 | $17,411.52 | |
0038 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 3.000 | $1,664.46 | $0.00 | $4,993.38 | |
0039 | INLET CI DES. 1 (A-B) | 611(G) 5107 | EA | 2.000 | 2.000 | 2.000 | $2,076.22 | $0.00 | $4,152.44 | |
0040 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 12.000 | 12.000 | 3.000 | 12.000 | $2,962.33 | $8,886.99 | $35,547.96 |
0041 | INLET CI DES. 2 (C) | 611(G) 5114 | EA | 1.000 | 1.000 | 1.000 | $3,072.67 | $0.00 | $3,072.67 | |
0042 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 2.000 | 4.000 | 4.000 | $3,569.98 | $0.00 | $14,279.92 | |
0043 | INLET CI DES. 2 (2D) | 611(G) 5119 | EA | 2.000 | 2.000 | 2.000 | $4,354.19 | $0.00 | $8,708.38 | |
0044 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 2.000 | 2.000 | 2.000 | $4,001.48 | $0.00 | $8,002.96 | |
0045 | INLET CI DES. 3 (B) | 611(G) 5121 | EA | 2.000 | 3.000 | 3.000 | $4,511.51 | $0.00 | $13,534.53 | |
0046 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 1.000 | 1.000 | 1.000 | $5,962.46 | $0.00 | $5,962.46 | |
0047 | INLET CI DES. 3 (B-D) | 611(G) 5124 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $5,683.48 | $5,683.48 | $5,683.48 |
0048 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 3.000 | 3.000 | $1,255.44 | $0.00 | $3,766.32 | |
0049 | INLET MEDIAN BARRIER, TYPE I, DES.1 | 611(G) 7126 | EA | 6.000 | 6.000 | 6.000 | $2,721.30 | $0.00 | $16,327.80 | |
0050 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 13.000 | 12.000 | 12.000 | $2,977.38 | $0.00 | $35,728.56 | |
0051 | FIRE HYDRANT RESET | 612(G) 0650 | EA | 1.000 | 0.000 | 0.000 | $3,787.04 | $0.00 | $0.00 | |
0052 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 2,836.000 | 2,898.000 | 2,898.000 | $32.28 | $0.00 | $93,547.44 | |
0053 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,818.000 | 1,596.000 | 1,596.000 | $42.87 | $0.00 | $68,420.52 | |
0054 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 672.000 | 777.000 | 777.000 | $54.63 | $0.00 | $42,447.51 | |
0055 | 30" R.C.PIPE CLASS V | 613(A) 0596 | LF | 10.000 | 10.000 | 10.000 | $71.86 | $0.00 | $718.60 | |
0056 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 4,582.000 | 5,759.000 | 5,759.000 | $10.40 | $0.00 | $59,893.60 | |
0057 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 60.000 | 20.000 | 20.000 | $19.60 | $0.00 | $392.00 | |
0058 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 3.000 | 6.000 | -1.000 | 6.000 | $539.89 | $-539.89 | $3,239.34 |
0059 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $629.28 | $0.00 | $629.28 | |
0060 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 1.000 | 1.000 | 1.000 | $737.42 | $0.00 | $737.42 | |
0061 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 3.000 | 0.000 | 0.000 | $495.78 | $0.00 | $0.00 | |
0062 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 3,665.000 | 3,665.000 | 3,665.000 | $2.77 | $0.00 | $10,152.05 | |
0063 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 4,373.000 | 4,373.000 | -794.660 | 4,373.000 | $2.44 | $-1,938.97 | $10,670.12 |
0064 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 45,833.000 | 45,944.110 | 45,944.110 | $0.81 | $0.00 | $37,214.73 | |
0065 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 2.000 | 0.000 | 0.000 | $119.46 | $0.00 | $0.00 | |
0066 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 57,078.000 | 912.780 | -1,165.220 | 912.780 | $4.06 | $-4,730.79 | $3,705.89 |
0067 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 52.000 | 26.000 | 26.000 | $6.26 | $0.00 | $162.76 | |
0068 | REMOVAL OF CONCRETE SLOPE PROTECTION | 619(B) 4821 | SY | 5,095.000 | 5,645.600 | 5,645.600 | $5.72 | $0.00 | $32,292.83 | |
0069 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 1,190.000 | 1,305.000 | 1,305.000 | $6.93 | $0.00 | $9,043.65 | |
0070 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 445.000 | 759.000 | 759.000 | $6.27 | $0.00 | $4,758.93 | |
0071 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 1,595.000 | 1,587.000 | 1,587.000 | $6.93 | $0.00 | $10,997.91 | |
0072 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E) 4292 | LF | 249.000 | 1,486.000 | 1,486.000 | $23.53 | $0.00 | $34,965.58 | |
0073 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 1,579.000 | 1,579.000 | 1,579.000 | $28.31 | $0.00 | $44,701.49 | |
0074 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 0.000 | 0.000 | $816.50 | $0.00 | $0.00 | |
8001 | CLASS AA CONCRETE | 509(A) 0319 | CY | 0.000 | 303.100 | 303.100 | $493.57 | $0.00 | $149,601.07 | |
8002 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 52,604.890 | -2,395.110 | 52,604.890 | $3.88 | $-9,293.03 | $204,106.97 |
8007 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 794.660 | 794.660 | $90.62 | $0.00 | $72,012.08 | |
8008 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 264.880 | 264.880 | $153.41 | $0.00 | $40,635.24 | |
8009 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $39,497.88 | $0.00 | $39,497.88 | |
8012 | SANITARY SEWER SERVICE LINE | 615(C) 0300 | LF | 0.000 | 180.000 | 180.000 | $33.62 | $0.00 | $6,051.60 | |
8014 | SPECIAL INLET DRAIN | 611(G) 4012 | EA | 0.000 | 1.000 | 1.000 | $8,667.79 | $0.00 | $8,667.79 | |
Subtotals For Category 0100/ROADWAY | $83,817.28 | $9,770,069.73 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0101/RETAINING WALL | ||||||||
0075 | SELECT BORROW | 202(E) 0186 | CY | 905.000 | 905.160 | 0.160 | 905.160 | $6.26 | $1.00 | $5,666.30 |
0076 | AGGREGATE BASE TYPE C | 303(C) 2130 | CY | 140.000 | 35.250 | 35.250 | $52.18 | $0.00 | $1,839.35 | |
0077 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 3,757.000 | 3,757.000 | 3,757.000 | $6.56 | $0.00 | $24,645.92 | |
0078 | GRANULAR BACKFILL | 501(F) 6352 | CY | 9,159.000 | 9,781.950 | 0.950 | 9,781.950 | $17.00 | $16.15 | $166,293.15 |
0079 | RETAINING WALL | 510(A) 6333 | SY | 1,995.000 | 2,010.700 | 2,010.700 | $400.00 | $0.00 | $804,280.00 | |
0080 | MSE RETAINING WALL | 510(D) 6341 | SY | 824.000 | 649.640 | -174.360 | 649.640 | $284.62 | $-49,626.34 | $184,900.54 |
0081 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 4,060.000 | 4,060.000 | 4,060.000 | $33.30 | $0.00 | $135,198.00 | |
0082 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 6,754.000 | 6,754.000 | 6,754.000 | $44.73 | $0.00 | $302,106.42 | |
0083 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 4,060.000 | 4,056.050 | 247.250 | 4,056.050 | $12.22 | $3,021.40 | $49,564.94 |
0084 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 6,754.000 | 6,231.570 | 445.920 | 6,231.570 | $13.46 | $6,002.08 | $83,876.93 |
0085 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 1,380.000 | 1,380.000 | 1,380.000 | $9.90 | $0.00 | $13,662.00 | |
0086 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 61.000 | 61.000 | 61.000 | 61.000 | $8.97 | $547.17 | $547.17 |
Subtotals For Category 0101/RETAINING WALL | $-40,038.54 | $1,772,580.72 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0200/BRIDGE 'M-A' | ||||||||
0087 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 72.000 | 72.000 | 72.000 | $12.88 | $0.00 | $927.36 | |
0088 | GRANULAR BACKFILL | 501(F) 6352 | CY | 151.200 | 151.200 | 151.200 | $34.16 | $0.00 | $5,164.99 | |
0089 | CLSM BACKFILL | 501(G) 6309 | CY | 224.000 | 226.500 | 226.500 | $75.68 | $0.00 | $17,141.52 | |
0090 | APPROACH SLAB | 504(A) 1304 | SY | 427.200 | 427.200 | 427.200 | $153.49 | $0.00 | $65,570.93 | |
0091 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,744.900 | 1,744.900 | 1,744.900 | $4.38 | $0.00 | $7,642.66 | |
0092 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 465.100 | 264.000 | 264.000 | $29.93 | $0.00 | $7,901.52 | |
0093 | STRUCTURAL STEEL | 506(A) 1322 | LB | 222,340.000 | 222,340.000 | 222,340.000 | $1.23 | $0.00 | $273,478.20 | |
0094 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 12.000 | 12.000 | 12.000 | $505.77 | $0.00 | $6,069.24 | |
0095 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 36.000 | 36.000 | 36.000 | $1,098.09 | $0.00 | $39,531.24 | |
0096 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 36.000 | 36.000 | 36.000 | $357.55 | $0.00 | $12,871.80 | |
0097 | CLASS AA CONCRETE | 509(A) 1326 | CY | 431.100 | 431.100 | 431.100 | $469.32 | $0.00 | $202,323.86 | |
0098 | CLASS A CONCRETE | 509(B) 1328 | CY | 386.100 | 386.100 | 386.100 | $357.78 | $0.00 | $138,138.85 | |
0099 | SLOPE WALL (5") | 510(C) 6138 | SY | 644.000 | 644.000 | 644.000 | $61.94 | $0.00 | $39,889.36 | |
0100 | REINFORCING STEEL | 511(A) 1332 | LB | 41,050.000 | 41,050.000 | 41,050.000 | $1.02 | $0.00 | $41,871.00 | |
0101 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 111,270.000 | 111,270.000 | 111,270.000 | $1.15 | $0.00 | $127,960.50 | |
0102 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 668.500 | 684.920 | 684.920 | $25.85 | $0.00 | $17,705.18 | |
0103 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 668.500 | 684.920 | 684.920 | $21.73 | $0.00 | $14,883.31 | |
0104 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 228.000 | 228.000 | 228.000 | $297.87 | $0.00 | $67,914.36 | |
0105 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 768.000 | 768.000 | 768.000 | $3.25 | $0.00 | $2,496.00 | |
0106 | SEALER RESIN | 523(B) 6560 | GAL | 7.700 | 7.700 | 7.700 | $108.20 | $0.00 | $833.14 | |
0107 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 234.000 | 234.000 | 234.000 | $9.99 | $0.00 | $2,337.66 | |
0108 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 90.000 | 90.000 | 90.000 | $8.97 | $0.00 | $807.30 | |
0109 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $51,087.34 | $0.00 | $51,087.34 | |
Subtotals For Category 0200/BRIDGE 'M-A' | $0.00 | $1,144,547.32 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0201/BRIDGE 'M-C' | ||||||||
0110 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 410.000 | 410.000 | 410.000 | $12.87 | $0.00 | $5,276.70 | |
0111 | CLSM BACKFILL | 501(G) 6309 | CY | 1,000.000 | 1,000.000 | 1,000.000 | $75.80 | $0.00 | $75,800.00 | |
0112 | TEMPORARY EARTH RETAINAGE | 502 1000 | LSUM | 1.000 | 0.000 | 0.000 | $33,811.97 | $0.00 | $0.00 | |
0113 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 1,100.000 | 1,100.000 | 1,100.000 | $154.96 | $0.00 | $170,456.00 | |
0114 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,371.000 | 1,371.000 | 1,371.000 | $201.75 | $0.00 | $276,599.26 | |
0115 | APPROACH SLAB | 504(A) 1304 | SY | 1,554.500 | 1,554.500 | 1,554.500 | $153.54 | $0.00 | $238,677.93 | |
0116 | SAW-CUT GROOVING | 504(B) 1305 | SY | 4,514.000 | 4,514.000 | 4,514.000 | $4.38 | $0.00 | $19,771.32 | |
0117 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 139.200 | 139.200 | 139.200 | $292.39 | $0.00 | $40,700.69 | |
0118 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 592.200 | 592.200 | 592.200 | $30.13 | $0.00 | $17,842.99 | |
0119 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,080.000 | 5,080.000 | 5,080.000 | $2.23 | $0.00 | $11,328.40 | |
0120 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 24.000 | 24.000 | 24.000 | $982.77 | $0.00 | $23,586.48 | |
0121 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 48.000 | 48.000 | 48.000 | $1,098.04 | $0.00 | $52,705.92 | |
0122 | CLASS AA CONCRETE | 509(A) 1326 | CY | 874.500 | 874.500 | 874.500 | $429.73 | $0.00 | $375,798.88 | |
0123 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,401.900 | 1,401.900 | 1,401.900 | $388.89 | $0.00 | $545,184.89 | |
0124 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,772.000 | 2,504.000 | 531.250 | 2,504.000 | $70.84 | $37,633.75 | $177,383.36 |
0125 | REINFORCING STEEL | 511(A) 1332 | LB | 90,800.000 | 94,649.200 | 3,849.200 | 94,649.200 | $1.02 | $3,926.18 | $96,542.18 |
0126 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 234,200.000 | 234,200.000 | 234,200.000 | $1.15 | $0.00 | $269,330.00 | |
0127 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 155.000 | 143.920 | -16.080 | 143.920 | $25.02 | $-402.32 | $3,600.88 |
0128 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 4,105.000 | 3,431.000 | -535.650 | 3,431.000 | $31.35 | $-16,792.63 | $107,561.85 |
0129 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 155.000 | 143.920 | -5.000 | 143.920 | $18.86 | $-94.30 | $2,714.33 |
0130 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 4,105.000 | 3,354.360 | -24.670 | 3,354.360 | $15.75 | $-388.55 | $52,831.18 |
0131 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 738.000 | 738.000 | 738.000 | $379.56 | $0.00 | $280,115.28 | |
0132 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 131.000 | 131.000 | 131.000 | $3.25 | $0.00 | $425.75 | |
0133 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $108.20 | $0.00 | $216.40 | |
0134 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 582.000 | 582.000 | 582.000 | $9.98 | $0.00 | $5,808.36 | |
0135 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 140.000 | 140.000 | 140.000 | $8.96 | $0.00 | $1,254.40 | |
Subtotals For Category 0201/BRIDGE 'M-C' | $23,882.13 | $2,851,513.43 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0202/I-40 BRIDGES OVER AGNEW | ||||||||
0136 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $75,359.27 | $0.00 | $75,359.28 | |
Subtotals For Category 0202/I-40 BRIDGES OVER AGNEW | $0.00 | $75,359.28 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0203/I-40 BRIDGES OVER RENO | ||||||||
0137 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $310,551.42 | $0.00 | $310,551.42 | |
Subtotals For Category 0203/I-40 BRIDGES OVER RENO | $0.00 | $310,551.42 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0300/TRAFFIC SIGNAL | ||||||||
0138 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,040.000 | 1,424.840 | -338.760 | 1,424.840 | $2.16 | $-731.72 | $3,077.66 |
0139 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,430.000 | 1,209.000 | 1,209.000 | $4.33 | $0.00 | $5,234.97 | |
0140 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 150.000 | 424.000 | 424.000 | $5.41 | $0.00 | $2,293.84 | |
0141 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 260.000 | 0.000 | 0.000 | $18.39 | $0.00 | $0.00 | |
0142 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 450.000 | 798.000 | 798.000 | $8.66 | $0.00 | $6,910.68 | |
0143 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 13.000 | 9.000 | 9.000 | $265.09 | $0.00 | $2,385.81 | |
0144 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 11.000 | 9.000 | 9.000 | $292.14 | $0.00 | $2,629.26 | |
0145 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.500 | 10.400 | 10.400 | $486.91 | $0.00 | $5,063.87 | |
0146 | REINFORCING STEEL | 804(B) 2916 | LB | 1,377.000 | 1,443.500 | 1,443.500 | $1.41 | $0.00 | $2,035.34 | |
0147 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 0.000 | 0.000 | $27.05 | $0.00 | $0.00 | |
0148 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $1,082.01 | $0.00 | $1,082.01 | |
0149 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 1.000 | $13,162.68 | $0.00 | $13,162.68 | |
0150 | 32'MH POLE 50'TS & 10'LMA(G.STL.) | 806(A) 8314 | EA | 1.000 | 1.000 | 1.000 | $20,147.07 | $0.00 | $20,147.07 | |
0151 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 1.000 | 1.000 | 1.000 | $12,551.34 | $0.00 | $12,551.34 | |
0152 | 8' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8892 | EA | 3.000 | 6.000 | 3.000 | 6.000 | $822.33 | $2,466.99 | $4,933.98 |
0153 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 3.000 | $1,514.82 | $0.00 | $4,544.46 | |
0154 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 5,600.000 | 3,316.000 | 3,316.000 | $1.51 | $0.00 | $5,007.16 | |
0155 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 7.000 | 7.000 | 7.000 | $162.30 | $0.00 | $1,136.10 | |
0156 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 7,000.000 | 4,889.360 | -1,139.040 | 4,889.360 | $3.52 | $-4,009.42 | $17,210.55 |
0157 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 8.000 | $1,190.21 | $0.00 | $9,521.68 | |
0158 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 7.000 | 7.000 | 7.000 | $573.47 | $0.00 | $4,014.29 | |
0159 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 1.000 | 1.000 | 1.000 | $568.06 | $0.00 | $568.06 | |
0160 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 1.000 | 1.000 | 1.000 | $1,103.65 | $0.00 | $1,103.65 | |
0161 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 8.000 | $513.96 | $0.00 | $4,111.68 | |
0162 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 5,260.000 | 4,970.000 | 4,970.000 | $1.41 | $0.00 | $7,007.70 | |
0163 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 2,660.000 | 2,340.000 | 2,340.000 | $1.68 | $0.00 | $3,931.20 | |
0164 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 900.000 | 825.000 | 825.000 | $2.54 | $0.00 | $2,095.50 | |
0165 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 1,050.000 | 950.000 | 950.000 | $3.14 | $0.00 | $2,983.00 | |
0166 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 7,000.000 | 4,250.000 | 4,250.000 | $0.97 | $0.00 | $4,122.50 | |
0167 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 3.000 | 3.000 | 3.000 | $373.29 | $0.00 | $1,119.87 | |
0168 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 3,000.000 | 0.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
0169 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $1,525.64 | $3,051.28 | $3,051.28 |
0170 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 134.200 | 134.200 | 134.200 | $16.23 | $0.00 | $2,178.07 | |
0171 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 16.000 | 16.000 | 16.000 | $21.64 | $0.00 | $346.24 | |
0172 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 45.000 | 47.500 | 2.500 | 47.500 | $37.87 | $94.68 | $1,798.83 |
0173 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 23.000 | 89.000 | 89.000 | $30.30 | $0.00 | $2,696.70 | |
0174 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 197.000 | 282.000 | 9.000 | 282.000 | $10.82 | $97.38 | $3,051.24 |
0175 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 84.000 | 62.050 | 62.050 | $12.98 | $0.00 | $805.41 | |
0176 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,150.000 | 5,071.000 | 5,071.000 | $1.08 | $0.00 | $5,476.68 | |
0177 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 730.000 | 1,350.700 | 1,350.700 | $2.16 | $0.00 | $2,917.51 | |
0178 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 175.000 | 245.800 | 245.800 | $5.95 | $0.00 | $1,462.51 | |
0179 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 12.000 | 12.000 | 12.000 | $81.15 | $0.00 | $973.80 | |
0180 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 4.000 | 3.000 | 3.000 | $167.71 | $0.00 | $503.13 | |
Subtotals For Category 0300/TRAFFIC SIGNAL | $969.19 | $175,247.31 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0301/TRAFFIC LIGHTING | ||||||||
0181 | CLASS AA CONCRETE | 509(A) 0319 | CY | 111.600 | 111.600 | 111.600 | $562.65 | $0.00 | $62,791.74 | |
0182 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 240.000 | 240.000 | 240.000 | $189.35 | $0.00 | $45,444.00 | |
0183 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 36.000 | 0.000 | 0.000 | $9.74 | $0.00 | $0.00 | |
0184 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 420.000 | 463.000 | 63.000 | 463.000 | $12.98 | $817.74 | $6,009.74 |
0185 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 135.000 | 0.000 | 0.000 | $16.23 | $0.00 | $0.00 | |
0186 | 2" GALV. STEEL ELECTRICAL CONDUIT PUSHED OR BORED | 802(A) 8312 | LF | 115.000 | 0.000 | 0.000 | $21.64 | $0.00 | $0.00 | |
0187 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 2,810.000 | 2,526.000 | 2,526.000 | $3.79 | $0.00 | $9,573.54 | |
0188 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 14.000 | 10.000 | 10.000 | $265.09 | $0.00 | $2,650.90 | |
0189 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 0.000 | 0.000 | $292.14 | $0.00 | $0.00 | |
0190 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.640 | 1.160 | -1.480 | 1.160 | $595.11 | $-880.76 | $690.33 |
0191 | REINFORCING STEEL | 804(B) 2916 | LB | 11,009.000 | 18,258.800 | -46.100 | 18,258.800 | $1.41 | $-65.00 | $25,744.91 |
0192 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 13.000 | 13.000 | 13.000 | $324.60 | $0.00 | $4,219.80 | |
0193 | 40' MTG.HT.POLE & TWIN H.L.MST.ARM(G.STL.) | 806(C) 8929 | EA | 2.000 | 2.000 | 2.000 | $4,923.16 | $0.00 | $9,846.32 | |
0194 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 2.000 | 2.000 | 2.000 | $541.01 | $0.00 | $1,082.02 | |
0195 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 4.000 | $1,568.92 | $0.00 | $6,275.68 | |
0196 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 9.000 | 9.000 | 9.000 | $432.80 | $0.00 | $3,895.20 | |
0197 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 30.000 | 30.000 | 30.000 | $1,065.78 | $0.00 | $31,973.40 | |
0198 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $6,275.67 | $0.00 | $6,275.67 | |
0199 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 8,940.000 | 5,262.000 | 5,262.000 | $1.51 | $0.00 | $7,945.62 | |
0200 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,870.000 | 3,472.000 | 3,072.000 | 3,472.000 | $0.70 | $2,150.40 | $2,430.40 |
0201 | 2/C NO.12 ELECTRICAL CONDUCTOR | 811 8052 | LF | 240.000 | 440.000 | 440.000 | 440.000 | $1.19 | $523.60 | $523.60 |
0202 | 120' HIGH MAST POLE(G.STL.) | 812 8060 | EA | 3.000 | 3.000 | 3.000 | $15,580.98 | $0.00 | $46,742.94 | |
0203 | 140' HIGH MAST POLE(G.STL.) | 812 8068 | EA | 3.000 | 3.000 | 3.000 | $21,423.84 | $0.00 | $64,271.52 | |
0204 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 6.000 | 6.000 | 6.000 | $9,197.11 | $0.00 | $55,182.66 | |
Subtotals For Category 0301/TRAFFIC LIGHTING | $2,545.98 | $393,569.99 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0302/TRAFFIC TEMPORARY | ||||||||
0205 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 335,048.000 | 52,051.000 | 52,051.000 | $0.05 | $0.00 | $2,602.56 | |
0206 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 83,762.000 | 79,467.000 | 79,467.000 | $0.22 | $0.00 | $17,482.74 | |
0207 | PAVEMENT MARKING REMOVAL(ARROWS) | 857(F) 8007 | EA | 18.000 | 13.000 | 13.000 | $27.05 | $0.00 | $351.65 | |
0208 | PAVEMENT MARKING REMOVAL(SYMBOLS) | 857(F) 8009 | EA | 13.000 | 17.000 | 17.000 | $59.51 | $0.00 | $1,011.67 | |
0209 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 120.000 | 397.000 | 397.000 | $16.23 | $0.00 | $6,443.31 | |
0210 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,050.000 | 13,200.000 | 13,200.000 | $4.69 | $0.00 | $61,908.00 | |
0211 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 4,800.000 | 23,875.000 | 23,875.000 | $4.69 | $0.00 | $111,973.76 | |
0212 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,500.000 | 15,437.000 | 15,437.000 | $2.16 | $0.00 | $33,343.92 | |
0213 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 31,830.000 | 20,045.000 | 20,045.000 | $0.05 | $0.00 | $1,002.25 | |
0214 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 21,450.000 | 16,937.000 | 16,937.000 | $0.43 | $0.00 | $7,282.91 | |
0215 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,690.000 | 19,051.000 | 19,051.000 | $1.08 | $0.00 | $20,575.08 | |
0216 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 0.000 | 0.000 | $5.41 | $0.00 | $0.00 | |
0217 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 5,760.000 | 47,396.000 | 47,396.000 | $1.35 | $0.00 | $63,984.60 | |
0218 | DRUMS | 880(F) 8878 | SD | 42,030.000 | 174,630.000 | 174,630.000 | $0.11 | $0.00 | $19,209.30 | |
0219 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,500.000 | 471.250 | 129.750 | 471.250 | $62.27 | $8,079.53 | $29,344.75 |
0220 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 600.000 | 1,760.000 | 1,760.000 | $23.80 | $0.00 | $41,888.00 | |
0221 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 900.000 | 1,056.000 | 1,056.000 | $24.89 | $0.00 | $26,283.84 | |
0222 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 900.000 | 704.000 | 704.000 | $1.08 | $0.00 | $760.32 | |
0223 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 300.000 | 352.000 | 352.000 | $5.41 | $0.00 | $1,904.32 | |
0224 | (PL)SMART WORK ZONE SYSTEM SETUP | 882 8378 | EA | 1.000 | 1.000 | 1.000 | $4,869.06 | $0.00 | $4,869.06 | |
8004 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,672.00 | $0.00 | $1,672.00 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | -1.000 | 1.000 | $777.00 | $-777.00 | $777.00 |
8006 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 1,406.000 | 1,406.000 | $16.50 | $0.00 | $23,199.00 | |
8018 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 679.000 | 679.000 | $13.20 | $0.00 | $8,962.80 | |
Subtotals For Category 0302/TRAFFIC TEMPORARY | $7,302.53 | $486,832.84 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0303/TRAFFIC PERMANENT | ||||||||
0225 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.510 | 17.170 | 1.660 | 17.170 | $270.50 | $449.03 | $4,644.49 |
0226 | REINFORCING STEEL | 511(A) 0332 | LB | 639.000 | 707.000 | 68.000 | 707.000 | $1.30 | $88.40 | $919.10 |
0227 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 196.000 | 170.000 | -26.000 | 170.000 | $622.16 | $-16,176.16 | $105,767.20 |
0228 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.880 | 8.880 | 8.880 | $541.01 | $0.00 | $4,804.17 | |
0229 | REINFORCING STEEL | 804(B) 2916 | LB | 2,308.000 | 2,308.000 | 2,308.000 | $1.30 | $0.00 | $3,000.40 | |
0230 | REMOVAL OF SIGN FOOTING | 805(A) 8700 | EA | 7.000 | 0.000 | 0.000 | $1,839.55 | $0.00 | $0.00 | |
0231 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 36.000 | 35.000 | 18.000 | 35.000 | $324.60 | $5,842.80 | $11,361.00 |
0232 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $5,410.06 | $0.00 | $5,410.06 | |
0233 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 39.000 | 35.000 | 7.000 | 35.000 | $216.37 | $1,514.59 | $7,572.95 |
0234 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 805(D) 8760 | EA | 7.000 | 11.000 | 6.000 | 11.000 | $1,082.01 | $6,492.06 | $11,902.11 |
0235 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 80.250 | 224.250 | 224.250 | $16.23 | $0.00 | $3,639.58 | |
0236 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 586.750 | 746.500 | 746.500 | $21.64 | $0.00 | $16,154.26 | |
0237 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 1,036.750 | 2,263.250 | 2,263.250 | $21.64 | $0.00 | $48,976.73 | |
0238 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 126.000 | 88.750 | 88.750 | $47.61 | $0.00 | $4,225.39 | |
0239 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 114.000 | 0.000 | 0.000 | $58.43 | $0.00 | $0.00 | |
0240 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 60.000 | 0.000 | 0.000 | $20.56 | $0.00 | $0.00 | |
0241 | OVHD.SN.STR., MONOTUBE TYPE A 110' | 852(C) 0140 | EA | 1.000 | 1.000 | 1.000 | $93,364.68 | $0.00 | $93,364.68 | |
0242 | OVHD.SN.STR., MONOTUBE TYPE A 115' | 852(C) 0145 | EA | 1.000 | 1.000 | 1.000 | $95,008.26 | $0.00 | $95,008.26 | |
0243 | OVHD.SN.STR., MONOTUBE TYPE A 125' | 852(C) 0155 | EA | 1.000 | 1.000 | 1.000 | $109,614.35 | $0.00 | $109,614.35 | |
0244 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 1.000 | 1.000 | 1.000 | $56,531.90 | $0.00 | $56,531.90 | |
0245 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 85,551.000 | 42,034.000 | 42,034.000 | $0.43 | $0.00 | $18,074.62 | |
0246 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 41,275.000 | 33,600.000 | 33,600.000 | $0.60 | $0.00 | $20,160.00 | |
0247 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 12,605.000 | 10,809.000 | 10,809.000 | $0.92 | $0.00 | $9,944.28 | |
0248 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 7,688.000 | 6,384.500 | 6,384.500 | $1.62 | $0.00 | $10,342.89 | |
0249 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 240.000 | 0.000 | 0.000 | $4.33 | $0.00 | $0.00 | |
0250 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 79.000 | 0.000 | 0.000 | $216.40 | $0.00 | $0.00 | |
0251 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 31.000 | 23.000 | 23.000 | $162.30 | $0.00 | $3,732.90 | |
0252 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 57.000 | 57.000 | 57.000 | $351.65 | $0.00 | $20,044.05 | |
0253 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 3.000 | 3.000 | 3.000 | $22,722.26 | $0.00 | $68,166.78 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 18.000 | 18.000 | $3,613.58 | $0.00 | $65,044.44 | |
8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $31,237.95 | $0.00 | $31,237.95 | |
8011 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,845.08 | $0.00 | $2,845.08 | |
Subtotals For Category 0303/TRAFFIC PERMANENT | $-1,789.28 | $832,489.62 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0600/STAKING | ||||||||
0254 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $66,543.76 | $6,654.38 | $66,543.76 |
Subtotals For Category 0600/STAKING | $6,654.38 | $66,543.76 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0640/CONSTRUCTION | ||||||||
0255 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $7,372.53 | $1,843.13 | $7,372.52 |
0256 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $6,988.25 | $0.00 | $6,988.25 | |
0257 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $397,000.00 | $0.00 | $397,000.00 | |
0258 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $37,870.44 | $0.00 | $37,870.44 | |
Subtotals For Category 0640/CONSTRUCTION | $1,843.13 | $449,231.21 | ||||||||
Fed/State Project Number: OKCY-XTWN(046) | Project: 17428(58) | Category: 0900/FEDERAL NON PARTICIPATIN | ||||||||
8013 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 2.000 | 2.000 | $2,379.15 | $0.00 | $4,758.30 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATIN | $0.00 | $4,758.30 | ||||||||
Subtotals For Project OKCY-XTWN(046) /17428(58) | $85,186.80 | $18,333,294.93 |