Contract ID: | 100503 | Estimate Number: | 0043 , Final | Spec Year: | 2009 | |||
Primary JP: | 17428(28) | Residency: | EDMOND (04400) | Contract No: | 610459 | |||
Date Created: | 04/18/2016 | Contractor FEI: | 420945831A | Account No: | 400400 |
Project Number(s): | OKCY-XTWN(009), OKCY-XTWN(012)TI, SEC115-155N(807)SG | ||||||||
Contract Description: | SURFACING AND TRAFFIC CONTROL I-40: FROM JUST WEST OF MAY AVENUE, EXTEND EAST IN OKLAHOMA CITY. PROJECT LENGTH = 2.298 MILES. | ||||||||
Primary County: | OKLAHOMA | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 449.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 526.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 85.36 % |
Paid To Date: | $31,628,051.87 | Payable This Statement: | $792,416.14 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV |
_________________________________________________ |
Affiant Signature |
_________________________________________________ |
Affiant Printed Name |
PE Seal |
_________________________________________________ |
Affiant Company Position |
Subscribed and sworn to before me this ______ day of ____________, 20____ |
My Commission Number: ____________ My Commission Expires: ______________ |
_________________________________________________ |
_________________________________________________ |
Professional Engineer Signature |
Oklahoma Department of Transportation |
Corporate Seal |
Notary Seal |
Contract ID: | 100503 | Estimate Number: | 0043 | Contract No: | 610459 | |||
Residency: | EDMOND (04400) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(009), OKCY-XTWN(012)TI, SEC115-155N(807)SG | ||||||||||||
Primary Job Piece No: | 17428(28) | ||||||||||||
Contract Description: | SURFACING AND TRAFFIC CONTROL I-40: FROM JUST WEST OF MAY AVENUE, EXTEND EAST IN OKLAHOMA CITY. PROJECT LENGTH = 2.298 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 08/19/2010 | NTP Effective Date: | 11/08/2010 | Pay Period: | 05/01/2015 TO 02/08/2016 |
Date Awarded: | 09/07/2010 | Date Work Began: | 10/20/2010 | Original Contract Time: | 370 |
Date Contract Executed: | 09/20/2010 | Date Time Stopped: | 09/01/2014 | Current Time Charged: | 449.00 |
Date NTP Issued: | 09/27/2010 | Completion Date: | 09/01/2014 | Current Time Allowed: | 526.00 |
General Liability Expires: | 07/01/2016 | Workman's Comp Expires: | 06/30/2016 | Percent Time Used: | 85.36 % |
Specification Year: | 2009 | ||||
Bid Amount: | $29,346,556.72 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $31,908,085.19 | Participating: | $29,207,305.29 | $29,183,067.33 | $24,237.96 | ||
Percent Complete: | 99.12 % | Non Participating: | $2,401,798.07 | $1,651,798.07 | $750,000.00 | ||
Unearned Balance: | $280,033.32 | Total Earnings: | $31,609,103.36 | $30,834,865.40 | $774,237.96 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $31,609,103.36 | $30,834,865.40 | $774,237.96 | ||||
Other Adjustments: | $18,948.51 | $770.33 | $18,178.18 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $31,628,051.87 | $30,835,635.73 | $792,416.14 |
Contract ID: | 100503 | Estimate Number: | 0043 | Primary JP: | 17428(28) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Special Provisions | Approved | 03/24/2011 | 0.0 | $0.00 |
002 | Completion Date for Internal Milestone | Approved | 03/24/2011 | 120.0 | $0.00 |
003 | Changing Item to Pay Plan Quantity, Adding New Item | Approved | 05/12/2011 | 0.0 | $-60,900.00 |
005 | Adding new pay items, Revising existing item | Approved | 09/19/2011 | 0.0 | $38,543.68 |
006 | Modifying drainage structures, adding pay items for bridges | Approved | 12/06/2011 | 0.0 | $45,832.70 |
007 | Time Extension / B Bid | Approved | 11/30/2011 | 312.0 | $0.00 |
008 | Traffic Items and Structures | Approved | 02/07/2012 | 0.0 | $87,848.73 |
009 | Overhead Sign Structures | Approved | 05/08/2012 | 0.0 | $149,658.76 |
010 | B Bid Incentive | Approved | 02/07/2012 | 0.0 | $1,500,000.00 |
011 | Drainage Remediation Station | Approved | 05/08/2012 | 0.0 | $33,494.87 |
012 | Remove and Reinstall Barrier Wall Fence | Approved | 07/02/2012 | 0.0 | $64,029.52 |
013 | Revising Special Concrete Finish Plan Quantity | Approved | 11/06/2012 | 0.0 | $322,729.87 |
014 | Smoothness Summary | Approved | 07/02/2012 | 0.0 | $300,358.56 |
015 | RR Flagging | Approved | 04/01/2013 | 0.0 | $-114,446.25 |
016 | Sign Posts and Stripe | Approved | 10/06/2014 | 0.0 | $9,324.28 |
017 | Upgrade Video Detection | Approved | 04/10/2015 | 0.0 | $9,707.50 |
018 | Final Quantities | Approved | 02/04/2016 | 0.0 | $-123,635.62 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0031 | $-14,206.99 |
17428(28) | 0028 | Paint | Stockpiled Material Initial Payment | 0012 | $140,271.11 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0030 | $-22,914.50 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0025 | $-23,897.53 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0014 | $-1,050.74 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0019 | $-9,940.20 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0015 | $-1,970.65 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0016 | $-5,131.59 |
17428(28) | 0028 | Paint | Stockpiled Material Closure | 0032 | $-34.36 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0018 | $-10,709.21 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0020 | $-21,931.47 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0024 | $-28,483.87 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-10,297.30 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-6,384.33 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0025 | $-10,739.05 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0024 | $-12,800.06 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-12,958.63 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0020 | $63,034.92 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0020 | $-9,855.55 |
17428(28) | 0048 | Fence | Stockpiled Material Initial Payment | 0009 | $44,021.97 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0018 | $-9,634.19 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0028 | $-3,522.09 |
17428(28) | 0048 | Fence | Stockpiled Material Closure | 0029 | $-4,932.57 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0017 | $-25,933.12 |
17428(31) | 0145 | Paint | Stockpiled Material Initial Payment | 0012 | $201,990.10 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0030 | $-74,507.60 |
17428(31) | 0145 | Paint | Stockpiled Material Closure | 0032 | $-22,966.96 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0020 | $-10,498.68 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0014 | $-11,473.50 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0028 | $-16,158.24 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0031 | $-37,253.80 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0026 | $-29,131.32 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-3,643.58 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0020 | $-2,367.39 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-7,766.11 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-6,568.93 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0020 | $45,547.51 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-8,400.50 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-16,801.00 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-7,322.90 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-13,202.29 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0021 | $91,508.02 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-20,332.63 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-16,883.40 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-33,766.80 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-6,753.30 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-13,506.60 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0021 | $36,616.39 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Closure | 0032 | $-8,146.48 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-5,280.87 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-2,929.14 |
17428(31) | 0177 | Fence | Stockpiled Material Closure | 0029 | $-7,505.91 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0018 | $-9,146.75 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0025 | $-20,039.06 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0020 | $-14,767.46 |
17428(31) | 0177 | Fence | Stockpiled Material Initial Payment | 0009 | $63,747.94 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0028 | $-12,288.76 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $10,779.16 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0005 | $-5,913.14 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0006 | $-3,788.10 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-1,077.92 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-1,319.52 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $4,757.92 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-3,438.40 |
17428(31) | 0185 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $21,000.32 |
17428(31) | 0185 | Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-21,000.32 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Initial Payment | 0005 | $1,171.86 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Adjustment | 0015 | $-279.01 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Adjustment | 0017 | $-892.85 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Closure | 0032 | $-2,864.14 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-5,321.02 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Adjustment | 0017 | $-5,091.29 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Initial Payment | 0005 | $13,276.45 |
22873(09) | 0319 | Message Sign | Stockpiled Material Initial Payment | 0017 | $104,605.72 |
22873(09) | 0319 | Message Sign | Stockpiled Material Adjustment | 0029 | $-104,605.72 |
22873(09) | 0320 | Support Equipment | Stockpiled Material Initial Payment | 0017 | $13,986.88 |
22873(09) | 0320 | Support Equipment | Stockpiled Material Adjustment | 0029 | $-13,986.88 |
22873(09) | 0322 | Lane Control Sign | Stockpiled Material Adjustment | 0029 | $-47,663.32 |
22873(09) | 0322 | Lane Control Sign | Stockpiled Material Initial Payment | 0017 | $47,663.32 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0028 | --1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0029 | -1.0 | $2,000.00 | $2,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0010 | $420,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0011 | $-420,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0024 | $75,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0025 | $225,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $240,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $15,000.00 |
LD Adjustment (Prog. Est. Only) | 0028 | $2,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0028 | $210,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0029 | $-765,000.00 |
LD Adjustment (Prog. Est. Only) | 0029 | $-2,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0029 | $750,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0032 | $-750,000.00 | 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(28) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-189,356.00 | $-189,356.00 |
17428(28) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0035 | 1.00 | $-18,178.18 | $-18,178.18 |
17428(28) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0035 | 1.00 | $189,356.00 | $189,356.00 |
17428(28) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0043 | 0.00 | $0.00 | $18,178.18 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 291.07 | $-0.87 | $-253.67 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 1,662.80 | $2.86 | $4,766.42 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 237.32 | $2.86 | $680.28 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 97.30 | $2.65 | $258.48 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 476.36 | $1.92 | $915.33 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0037 | -0.01 | $4.12 | $-0.04 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 27.95 | $-1.39 | $-39.03 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0007 | -27.95 | $56.23 | $-1,571.63 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 377.70 | $-0.87 | $-329.17 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 295.82 | $-0.87 | $-257.81 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,019.57 | $0.13 | $275.67 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 2,051.64 | $2.86 | $5,881.03 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 722.51 | $2.86 | $2,071.08 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 793.85 | $2.65 | $2,108.86 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 416.21 | $1.92 | $799.75 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 835.79 | $2.02 | $1,693.73 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 0.72 | $4.12 | $2.97 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 1,351.25 | $3.27 | $4,426.70 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 156.57 | $3.03 | $475.35 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 347.01 | $2.19 | $762.03 |
17428(31) | 0142 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-501.79 | $-501.79 |
17428(31) | 0142 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-2,058.44 | $-2,058.44 |
17428(31) | 0178 | FENCE-STYLE CLF (6'HIGH, CLASS B) | * Material Discrepancy Adjustments | 0029 | 1.00 | $-1,157.59 | $-1,157.59 | Subtotals For Line Item Adjustments | $18,948.51 | * = 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 | 10/20/2010 | 11/20/2011 | 496.00 DYS | $15,000.00 | Y | |||
02 | Internal Milestone/SEC115-155N(807)SG | 10/20/2010 | 02/17/2011 | 120.00 DYS | $1,500.00 | Y | |||
03 | Internal Milestone/OKCY-XTWN(009) | 10/20/2010 | 05/16/2011 | Complete By 06/01/2011 | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0024 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0025 | $-225,000.00 |
01 | System Application of Disincentive Adj | 0026 | $-240,000.00 |
01 | System Application of Disincentive Adj | 0027 | $-15,000.00 |
01 | System Application of Disincentive Adj | 0028 | $-210,000.00 |
01 | System Application of Disincentive Adj | 0029 | $240,000.00 |
01 | System Application of Disincentive Adj | 0029 | $210,000.00 |
01 | System Application of Disincentive Adj | 0029 | $225,000.00 |
01 | System Application of Disincentive Adj | 0029 | $15,000.00 |
01 | System Application of Disincentive Adj | 0029 | $75,000.00 |
03 | System Application of Disincentive Adj | 0008 | $-140,000.00 |
03 | System Application of Disincentive Adj | 0009 | $-130,000.00 |
03 | System Application of Disincentive Adj | 0010 | $-150,000.00 |
03 | System Application of Disincentive Adj | 0011 | $150,000.00 |
03 | System Application of Disincentive Adj | 0011 | $140,000.00 |
03 | System Application of Disincentive Adj | 0011 | $130,000.00 | Subtotals For Milestones | $0.00 |
Contract ID: | 100503 | Estimate Number: | 0043 | Primary JP: | 17428(28) | |||
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(009) | Project: 17428(28) | Category: 0100/ROADWAY - OKCY-XTWN(009) | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 23,213.000 | 11,903.000 | 11,903.000 | $1.87 | $0.00 | $22,258.61 | |
0002 | UNCLASSIFIED BORROW (TOPSOIL) | 202(D) 4781 | CY | 1,000.000 | 415.000 | 415.000 | $8.00 | $0.00 | $3,320.00 | |
0003 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $135,000.00 | $0.00 | $135,000.00 | |
0004 | TEMPORARY SLOPE DRAINS | 221(A) 2800 | LF | 162.000 | 0.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,550.000 | 8,934.000 | 8,934.000 | $1.70 | $0.00 | $15,187.80 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 315.000 | 0.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0007 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 308.000 | 0.000 | 0.000 | $47.93 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 6,739.000 | 22,726.110 | 22,726.110 | $1.54 | $0.00 | $34,998.20 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.340 | 2.110 | 2.110 | $532.50 | $0.00 | $1,123.57 | |
0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 0.650 | 2.270 | 2.270 | $852.00 | $0.00 | $1,934.04 | |
0011 | MOWING | 241 2832 | AC | 5.400 | 22.300 | 22.300 | $63.90 | $0.00 | $1,424.97 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 21,944.000 | 21,944.000 | 21,944.000 | $38.00 | $0.00 | $833,872.00 | |
0013 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 109,014.000 | 107,505.100 | 107,505.100 | $4.30 | $0.00 | $462,271.92 | |
0014 | CEMENT TREATED BASE | 317 4270 | SY | 14,985.000 | 14,255.930 | 14,255.930 | $9.55 | $0.00 | $136,144.14 | |
0015 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 91,653.000 | 91,653.000 | 91,653.000 | $8.50 | $0.00 | $779,050.52 | |
0016 | SEPARATOR FABRIC | 325 5271 | SY | 276,759.000 | 276,759.000 | 276,759.000 | $1.25 | $0.00 | $345,948.75 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 100.000 | 0.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 16,220.000 | 0.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0019 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 30,429.000 | 28,167.630 | 28,167.630 | $5.00 | $0.00 | $140,838.15 | |
0020 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 8,177.000 | 11,279.330 | 11,279.330 | $11.00 | $0.00 | $124,072.63 | |
0021 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 65,672.000 | 64,022.000 | 64,022.000 | $19.00 | $0.00 | $1,216,418.00 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 33,687.000 | 33,473.950 | 0.000 | 33,473.950 | $85.00 | $0.00 | $2,845,285.75 |
0023 | TYPE 1 TERMINAL JOINT | 414(I) 5262 | EA | 2.000 | 0.000 | 0.000 | $950.00 | $0.00 | $0.00 | |
0024 | TYPE 2 TERMINAL JOINT | 414(I) 5264 | EA | 4.000 | 0.000 | 0.000 | $1,092.46 | $0.00 | $0.00 | |
0025 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 317.000 | 0.000 | 0.000 | $51.52 | $0.00 | $0.00 | |
0026 | PARAPET ORNAMENT | 504 6415 | EA | 24.000 | 24.000 | 24.000 | $1,000.00 | $0.00 | $24,000.00 | |
0027 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,408.000 | 5,064.000 | 5,064.000 | $39.00 | $0.00 | $197,496.00 | |
0028 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 61,215.000 | 63,771.040 | 63,771.040 | $10.10 | $0.00 | $644,087.52 | |
0029 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,213.000 | 1,213.000 | 1,213.000 | $145.03 | $0.00 | $175,921.39 | |
0030 | CLASS A CONCRETE(LONG. BAR. DES. 1-A) | 509(B) 0325 | CY | 835.000 | 835.000 | 835.000 | $175.34 | $0.00 | $146,408.90 | |
0031 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 3.420 | 3.420 | $266.25 | $0.00 | $910.58 | |
0032 | REINFORCING STEEL | 511(A) 0332 | LB | 79,756.000 | 79,756.000 | 79,756.000 | $1.10 | $0.00 | $87,731.60 | |
0033 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 201,700.000 | 201,700.000 | 201,700.000 | $0.99 | $0.00 | $199,683.00 | |
0034 | CONCRETE CURB (4" MNTBLE-INTEGRAL) | 609(A) 0287 | LF | 8,052.000 | 0.000 | 0.000 | $0.48 | $0.00 | $0.00 | |
0035 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 293.000 | 283.000 | 0.000 | 283.000 | $4.23 | $0.00 | $1,197.09 |
0036 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 113.000 | 135.000 | 135.000 | $17.88 | $0.00 | $2,413.80 | |
0037 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 8,984.000 | 12,510.100 | 12,510.100 | $35.00 | $0.00 | $437,853.50 | |
0038 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 2.000 | 2.000 | 2.000 | $4,579.50 | $0.00 | $9,159.00 | |
0039 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 30.000 | 31.000 | 31.000 | $434.14 | $0.00 | $13,458.34 | |
0040 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 102.000 | 102.000 | 102.000 | $852.48 | $0.00 | $86,952.96 | |
0041 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 45.000 | 48.000 | 48.000 | $56.45 | $0.00 | $2,709.60 | |
0042 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 13,201.000 | 12,822.000 | 12,822.000 | $6.98 | $0.00 | $89,497.56 | |
0043 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 180.000 | 231.000 | 231.000 | $6.93 | $0.00 | $1,600.83 | |
0044 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 4.000 | 0.000 | 0.000 | $346.13 | $0.00 | $0.00 | |
0045 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 36,764.000 | 10,755.500 | 10,755.500 | $1.33 | $0.00 | $14,304.82 | |
0046 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 247.000 | 247.000 | 247.000 | $5.24 | $0.00 | $1,294.28 | |
0047 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 751.000 | 751.000 | 751.000 | $8.12 | $0.00 | $6,098.12 | |
0048 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 5,337.000 | 4,784.000 | 4,784.000 | $21.03 | $0.00 | $100,607.52 | |
0049 | GATES-STYLE CLF (8'HIGH X 8'LONG) | 624(F) 5990 | EA | 2.000 | 4.000 | 4.000 | $612.38 | $0.00 | $2,449.52 | |
0050 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 3,105.000 | 3,125.000 | 3,125.000 | $33.97 | $0.00 | $106,156.25 | |
0051 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 1.000 | 1.000 | 1.000 | $24,495.00 | $0.00 | $24,495.00 | |
8008 | CONC.CURB(6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 0.000 | 8,120.000 | 8,120.000 | $0.48 | $0.00 | $3,897.60 | |
8048 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $125,981.12 | $0.00 | $125,981.12 | |
8050 | RAILROAD FLAGGING | 104 0900 | HOUR | 0.000 | 264.000 | 264.000 | $123.52 | $0.00 | $32,609.28 | |
Subtotals For Category 0100/ROADWAY - OKCY-XTWN(009) | $0.00 | $9,638,124.23 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0300/TRAFFIC SIGNAL - OKCY-XTWN(009) | ||||||||
0052 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 120.000 | 120.000 | 120.000 | $8.52 | $0.00 | $1,022.40 | |
0053 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 20.000 | 20.000 | 20.000 | $12.78 | $0.00 | $255.60 | |
0054 | 3" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8316 | LF | 240.000 | 389.000 | 389.000 | $15.98 | $0.00 | $6,216.22 | |
0055 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 445.000 | 979.000 | 979.000 | $3.46 | $0.00 | $3,387.34 | |
0056 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 530.000 | 692.000 | 692.000 | $19.17 | $0.00 | $13,265.64 | |
0057 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 210.000 | 131.000 | 131.000 | $8.52 | $0.00 | $1,116.12 | |
0058 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 7.000 | 4.000 | 4.000 | $426.00 | $0.00 | $1,704.00 | |
0059 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 9.000 | 9.000 | 9.000 | $213.00 | $0.00 | $1,917.00 | |
0060 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 2.000 | 2.000 | 2.000 | $239.63 | $0.00 | $479.26 | |
0061 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.800 | 20.800 | 20.800 | $426.00 | $0.00 | $8,860.80 | |
0062 | REINFORCING STEEL | 804(B) 2916 | LB | 3,122.900 | 3,122.900 | 3,122.900 | $1.33 | $0.00 | $4,153.45 | |
0063 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 1.000 | $14,299.76 | $0.00 | $14,299.76 | |
0064 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 1.000 | 1.000 | 1.000 | $14,476.55 | $0.00 | $14,476.55 | |
0065 | 32'MH POLE,TWIN TS & 10'LMA(G.STL.) | 806(A) 8355 | EA | 2.000 | 2.000 | 2.000 | $15,016.50 | $0.00 | $30,033.00 | |
0066 | POLE & 30' TS MST.ARM(G.STL.) | 806(A) 8728 | EA | 1.000 | 1.000 | 1.000 | $9,760.73 | $0.00 | $9,760.73 | |
0067 | POLE & 40' TS MST.ARM(G.STL.) | 806(A) 8732 | EA | 2.000 | 2.000 | 2.000 | $10,680.89 | $0.00 | $21,361.78 | |
0068 | 12' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8896 | EA | 1.000 | 1.000 | 1.000 | $3,359.01 | $0.00 | $3,359.01 | |
0069 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 4.000 | $1,379.18 | $0.00 | $5,516.72 | |
0070 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 1.000 | 1.000 | $4,686.00 | $0.00 | $4,686.00 | |
0071 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 400.000 | 2,032.000 | 2,032.000 | $0.85 | $0.00 | $1,727.20 | |
0072 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 5,055.000 | 2,850.000 | 2,850.000 | $0.43 | $0.00 | $1,225.50 | |
0073 | (SP)MASTER CONTROLLER | 824(A) 8340 | EA | 1.000 | 1.000 | 1.000 | $4,707.30 | $0.00 | $4,707.30 | |
0074 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $17,607.65 | $0.00 | $35,215.30 | |
0075 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $38,233.50 | $0.00 | $38,233.50 | |
0076 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 4.000 | 4.000 | 4.000 | $1,560.23 | $0.00 | $6,240.92 | |
0077 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 19.000 | 19.000 | 19.000 | $665.63 | $0.00 | $12,646.97 | |
0078 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 3.000 | 3.000 | 3.000 | $1,059.68 | $0.00 | $3,179.04 | |
0079 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 4.000 | 4.000 | 4.000 | $639.00 | $0.00 | $2,556.00 | |
0080 | BACKPLATE | 833 3030 | EA | 22.000 | 22.000 | 22.000 | $69.23 | $0.00 | $1,523.06 | |
0081 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 1,785.000 | 1,622.000 | 1,622.000 | $0.96 | $0.00 | $1,557.12 | |
0082 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 165.000 | 209.000 | 209.000 | $1.28 | $0.00 | $267.52 | |
0083 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 1,835.000 | 1,693.000 | 1,693.000 | $2.66 | $0.00 | $4,503.38 | |
0084 | (SP)UNDERGROUND COMMUNICATION CABLE | 834(C) 8358 | LF | 340.000 | 340.000 | 340.000 | $1.07 | $0.00 | $363.80 | |
0085 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 10.000 | 10.000 | 10.000 | $1,065.00 | $0.00 | $10,650.00 | |
0086 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 9.000 | 9.000 | 9.000 | $426.00 | $0.00 | $3,834.00 | |
0087 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 2,355.000 | 2,355.000 | 2,355.000 | $1.07 | $0.00 | $2,519.85 | |
0088 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 5.000 | 5.000 | 5.000 | $1,363.20 | $0.00 | $6,816.00 | |
0089 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 151.500 | 174.000 | 174.000 | $37.28 | $0.00 | $6,486.72 | |
Subtotals For Category 0300/TRAFFIC SIGNAL - OKCY-XTWN(009) | $0.00 | $290,124.56 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0301/SIGNING AND STRIPING - OKCY-XTWN(009) | ||||||||
0090 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 56.000 | 112.000 | 112.000 | $394.05 | $0.00 | $44,133.60 | |
0091 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 199.380 | 116.630 | 116.630 | $372.75 | $0.00 | $43,473.84 | |
0092 | REINFORCING STEEL | 804(B) 2916 | LB | 11,376.000 | 7,372.000 | 7,372.000 | $2.66 | $0.00 | $19,609.52 | |
0093 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 156.280 | 350.820 | 350.820 | $15.71 | $0.00 | $5,511.38 | |
0094 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 218.000 | 187.000 | 187.000 | $20.77 | $0.00 | $3,884.00 | |
0095 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 1,547.000 | 1,590.000 | 1,590.000 | $20.77 | $0.00 | $33,024.30 | |
0096 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 206.000 | 169.800 | 169.800 | $29.82 | $0.00 | $5,063.44 | |
0097 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 149.000 | 166.000 | 166.000 | $17.31 | $0.00 | $2,873.46 | |
0098 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 90.000 | 79.100 | 79.100 | $20.24 | $0.00 | $1,600.98 | |
0099 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(D) 0340 | EA | 2.000 | 2.000 | 2.000 | $109,439.40 | $0.00 | $218,878.80 | |
0100 | OVHD.SN.STR., MONOTUBE TYPE B 115' | 852(D) 0345 | EA | 1.000 | 1.000 | 1.000 | $112,464.00 | $0.00 | $112,464.00 | |
0101 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 25,750.000 | 24,010.000 | 24,010.000 | $0.43 | $0.00 | $10,324.30 | |
0102 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 18,636.000 | 12,768.000 | 12,768.000 | $0.64 | $0.00 | $8,171.52 | |
0103 | TRAFFIC STRIPE(MULTI-POLYMER)(12" WIDE) | 856(A) 8548 | LF | 3,168.000 | 2,583.000 | 2,583.000 | $1.28 | $0.00 | $3,306.24 | |
0104 | TRAFF. STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 66.000 | 84.000 | 84.000 | $2.56 | $0.00 | $215.04 | |
0105 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 12.000 | 12.000 | 12.000 | $292.88 | $0.00 | $3,514.56 | |
8021 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 662.000 | 662.000 | $5.83 | $0.00 | $3,859.46 | |
8022 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 1,655.000 | 1,655.000 | $13.20 | $0.00 | $21,846.00 | |
8037 | BARRIER DELINEATORS(TYPE 1, CODE 1) | 853 9060 | EA | 0.000 | 1,076.000 | 1,076.000 | $3.85 | $0.00 | $4,142.60 | |
8053 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 0.000 | 122.900 | 122.900 | $10.12 | $0.00 | $1,243.75 | |
8059 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 6.000 | 6.000 | $68.75 | $0.00 | $412.50 | |
Subtotals For Category 0301/SIGNING AND STRIPING - OKCY-XTWN(009) | $0.00 | $547,553.29 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0302/LIGHTING - OKCY-XTWN(009) | ||||||||
0106 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 350.000 | 350.000 | 350.000 | $8.52 | $0.00 | $2,982.00 | |
0107 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 340.000 | 906.000 | 906.000 | $13.85 | $0.00 | $12,548.10 | |
0108 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 9,270.000 | 7,824.000 | 7,824.000 | $3.20 | $0.00 | $25,036.80 | |
0109 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 55.000 | 38.000 | 38.000 | $410.03 | $0.00 | $15,581.14 | |
0110 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 53.750 | 53.750 | 53.750 | $532.50 | $0.00 | $28,621.88 | |
0111 | REINFORCING STEEL | 804(B) 2916 | LB | 4,652.200 | 4,652.200 | 4,652.200 | $1.33 | $0.00 | $6,187.43 | |
0112 | 40' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8989 | EA | 43.000 | 43.000 | 43.000 | $1,991.55 | $0.00 | $85,636.65 | |
0113 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 13.000 | 13.000 | 13.000 | $559.13 | $0.00 | $7,268.69 | |
0114 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 63.000 | 63.000 | 63.000 | $740.18 | $0.00 | $46,631.34 | |
0115 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 12.000 | 12.000 | 12.000 | $319.50 | $0.00 | $3,834.00 | |
0116 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $4,686.00 | $0.00 | $4,686.00 | |
0117 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 19,470.000 | 17,430.000 | 17,430.000 | $1.07 | $0.00 | $18,650.10 | |
0118 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 770.000 | 880.000 | 880.000 | $0.43 | $0.00 | $378.40 | |
0119 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 7,875.000 | 5,946.000 | 5,946.000 | $0.37 | $0.00 | $2,200.02 | |
Subtotals For Category 0302/LIGHTING - OKCY-XTWN(009) | $0.00 | $260,242.55 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0640/CONSTRUCTION - OKCY-XTWN(009) | ||||||||
0120 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
Subtotals For Category 0640/CONSTRUCTION - OKCY-XTWN(009) | $0.00 | $2,500.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(009) | Project: 17428(28) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8014 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 1.000 | 1.000 | $2,180.65 | $0.00 | $2,180.65 | |
8027 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $12,232.66 | $0.00 | $12,232.66 | |
8035 | INCENTIVE FOR EARLY COMPLETION | 108 0174 | LSUM | 0.000 | 100.000 | 50.000 | 100.000 | $15,000.00 | $750,000.00 | $1,500,000.00 |
8058 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $9,020.00 | $0.00 | $9,020.00 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $750,000.00 | $1,523,433.31 | ||||||||
Subtotals For Project OKCY-XTWN(009) /17428(28) | $750,000.00 | $12,261,977.94 |
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(012)TI | Project: 17428(31) | Category: 0100/ROADWAY - OKCY-XTWN(012)TI | ||||||||
0121 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 25,058.000 | 18,108.000 | 18,108.000 | $9.00 | $0.00 | $162,972.00 | |
0122 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 23,546.000 | 32,153.470 | 32,153.470 | $9.00 | $0.00 | $289,381.23 | |
0123 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $18,000.00 | $0.00 | $18,000.00 | |
0124 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 15,572.000 | 15,572.000 | $1.70 | $0.00 | $26,472.40 | |
0125 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 30.000 | 0.000 | 0.000 | $47.93 | $0.00 | $0.00 | |
0126 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 204.000 | 101.000 | 101.000 | $7.46 | $0.00 | $753.46 | |
0127 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,730.000 | 84,068.250 | 84,068.250 | $1.54 | $0.00 | $129,465.10 | |
0128 | MOWING | 241 2832 | AC | 10.000 | 22.300 | 22.300 | $63.90 | $0.00 | $1,424.97 | |
0129 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 28,102.000 | 28,102.000 | 28,102.000 | $38.00 | $0.00 | $1,067,876.00 | |
0130 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 162,697.000 | 162,697.000 | 162,697.000 | $4.30 | $0.00 | $699,597.11 | |
0131 | CEMENT TREATED BASE | 317 4270 | SY | 16,391.000 | 16,391.000 | 16,391.000 | $9.55 | $0.00 | $156,534.04 | |
0132 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 121,584.000 | 121,584.000 | 121,584.000 | $8.50 | $0.00 | $1,033,464.03 | |
0133 | SEPARATOR FABRIC | 325 5271 | SY | 373,251.000 | 351,884.890 | 351,884.890 | $1.25 | $0.00 | $439,856.12 | |
0134 | TACK COAT | 407(B) 0250 | GAL | 2,751.000 | 2,600.000 | 2,600.000 | $2.40 | $0.00 | $6,240.00 | |
0135 | PRIME COAT | 408 5774 | GAL | 13,356.000 | 0.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 2,622.000 | 2,764.840 | 2,764.840 | $65.50 | $0.00 | $181,097.02 | |
0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 14,400.000 | 7,541.760 | 7,541.760 | $56.23 | $0.00 | $424,073.18 | |
0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,750.000 | 1,854.830 | 1,854.830 | $76.68 | $0.00 | $142,228.37 | |
0139 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 30,367.000 | 30,367.000 | 30,367.000 | $5.00 | $0.00 | $151,835.00 | |
0140 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 20,327.000 | 20,327.000 | 20,327.000 | $11.00 | $0.00 | $223,597.00 | |
0141 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 79,054.000 | 79,054.000 | 79,054.000 | $19.00 | $0.00 | $1,502,026.00 | |
0142 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 42,368.000 | 42,368.000 | 42,368.000 | $85.00 | $0.00 | $3,601,280.00 | |
0143 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 905.000 | 497.770 | 497.770 | $51.52 | $0.00 | $25,645.10 | |
0144 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 11,186.000 | 11,186.000 | 11,186.000 | $65.00 | $0.00 | $727,090.00 | |
0145 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 54,220.000 | 68,169.140 | 68,169.140 | $10.10 | $0.00 | $688,508.31 | |
0146 | CLASS A CONCRETE | 509(B) 0321 | CY | 1,786.000 | 1,786.000 | 1,786.000 | $155.00 | $0.00 | $276,830.00 | |
0147 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 2.000 | 2.260 | 2.260 | $479.25 | $0.00 | $1,083.11 | |
0148 | CLASS C CONCRETE | 509(D) 0325 | CY | 59.000 | 95.000 | 95.000 | $266.25 | $0.00 | $25,293.75 | |
0149 | SLOPE WALL (5") | 510(C) 6135 | SY | 8,747.000 | 1,100.550 | 1,100.550 | $66.00 | $0.00 | $72,636.30 | |
0150 | REINFORCING STEEL | 511(A) 0332 | LB | 337,189.000 | 396,319.000 | 396,319.000 | $1.10 | $0.00 | $435,950.90 | |
0151 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 13,228.000 | 13,245.500 | 13,245.500 | $0.48 | $0.00 | $6,357.84 | |
0152 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 8,276.000 | 8,384.000 | 8,384.000 | $17.88 | $0.00 | $149,905.92 | |
0153 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 390.000 | 316.420 | 316.420 | $35.00 | $0.00 | $11,074.70 | |
0154 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 3,654.000 | 19,004.850 | 19,004.850 | $35.00 | $0.00 | $665,169.75 | |
0155 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 32.000 | 40.000 | 40.000 | $36.61 | $0.00 | $1,464.40 | |
0156 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 2.000 | 2.000 | 2.000 | $1,704.00 | $0.00 | $3,408.00 | |
0157 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 3.000 | $2,875.50 | $0.00 | $8,626.50 | |
0158 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 1.000 | 1.000 | 1.000 | $3,674.25 | $0.00 | $3,674.25 | |
0159 | INLET CI DES. 2 (C) | 611(G) 5114 | EA | 1.000 | 1.000 | 1.000 | $4,100.25 | $0.00 | $4,100.25 | |
0160 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 6.000 | 6.000 | 6.000 | $4,526.25 | $0.00 | $27,157.50 | |
0161 | INLET MEDIAN BARRIER DES. 1 | 611(G) 5690 | EA | 8.000 | 8.000 | 8.000 | $1,863.75 | $0.00 | $14,910.00 | |
0162 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 4.000 | 4.000 | 4.000 | $2,343.00 | $0.00 | $9,372.00 | |
0163 | JUNCTION BOXES | 611(L) 0487 | CF | 1,087.000 | 212.550 | 212.550 | $44.82 | $0.00 | $9,526.49 | |
0164 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 47.000 | 51.000 | 51.000 | $852.48 | $0.00 | $43,476.48 | |
0165 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 922.000 | 543.000 | 543.000 | $56.45 | $0.00 | $30,652.35 | |
0166 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 412.000 | 412.000 | 412.000 | $66.03 | $0.00 | $27,204.36 | |
0167 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 192.000 | 180.000 | 180.000 | $83.07 | $0.00 | $14,952.60 | |
0168 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 284.000 | 274.000 | 274.000 | $103.31 | $0.00 | $28,306.94 | |
0169 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 16,000.000 | 15,840.000 | 15,840.000 | $7.47 | $0.00 | $118,324.80 | |
0170 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 300.000 | 247.000 | 247.000 | $7.40 | $0.00 | $1,827.80 | |
0171 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 1.000 | 1.000 | $1,433.53 | $0.00 | $1,433.53 | |
0172 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 2.000 | 1.000 | 1.000 | $1,677.65 | $0.00 | $1,677.65 | |
0173 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 1.000 | 1.000 | $346.13 | $0.00 | $346.13 | |
0174 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 720.000 | 870.000 | 870.000 | $5.24 | $0.00 | $4,558.80 | |
0175 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 994.000 | 843.420 | 843.420 | $6.00 | $0.00 | $5,060.52 | |
0176 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,925.000 | 3,608.330 | 3,608.330 | $8.12 | $0.00 | $29,299.64 | |
0177 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E) 4292 | LF | 9,130.000 | 9,414.000 | 9,414.000 | $18.90 | $0.00 | $177,924.60 | |
0178 | FENCE-STYLE CLF (6'HIGH, CLASS B) | 624(E) 4293 | LF | 1,576.000 | 1,610.000 | 1,610.000 | $14.38 | $0.00 | $23,151.80 | |
0179 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 0.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
8009 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $12,880.38 | $0.00 | $12,880.38 | |
8010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 1.370 | 1.370 | $532.50 | $0.00 | $729.53 | |
8011 | TYPE A-SALVAGED TOPSOIL | 205(A) 4230 | CY | 0.000 | 267.000 | 267.000 | $6.00 | $0.00 | $1,602.00 | |
8024 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 16.000 | 16.000 | $434.14 | $0.00 | $6,946.24 | |
8026 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 1,500.000 | 1,500.000 | $12.00 | $0.00 | $18,000.00 | |
8029 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $9,964.46 | $0.00 | $9,964.46 | |
8036 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $19,378.02 | $0.00 | $19,378.02 | |
8038 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $8,387.81 | $0.00 | $8,387.81 | |
8039 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $923.56 | $0.00 | $923.56 | |
8040 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $662.88 | $0.00 | $662.88 | |
8041 | REMOVE AND RECONSTRUCT FENCE | 625(B) 1252 | LF | 0.000 | 2,424.000 | 2,424.000 | $22.32 | $0.00 | $54,103.68 | |
8042 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,146.96 | $0.00 | $2,146.96 | |
8043 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,180.58 | $0.00 | $2,180.58 | |
8044 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,182.70 | $0.00 | $1,182.70 | |
8045 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,301.74 | $0.00 | $2,301.74 | |
8046 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,113.86 | $0.00 | $2,113.86 | |
8049 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $174,377.44 | $0.00 | $174,377.44 | |
8051 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $24,237.96 | $24,237.96 | $24,237.96 |
Subtotals For Category 0100/ROADWAY - OKCY-XTWN(012)TI | $24,237.96 | $14,276,275.90 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0101/RETAINING WALL - OKCY-XTWN(012)TI | ||||||||
0180 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 40.000 | 0.000 | 0.000 | $38.00 | $0.00 | $0.00 | |
0181 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,651.000 | 1,283.200 | 1,283.200 | $4.00 | $0.00 | $5,132.80 | |
0182 | CLASS A CONCRETE | 509(B) 0321 | CY | 299.000 | 394.400 | 394.400 | $400.00 | $0.00 | $157,760.00 | |
0183 | RETAINING WALL | 510(A) 6333 | SY | 175.000 | 162.500 | 162.500 | $655.00 | $0.00 | $106,437.50 | |
0184 | REINFORCING STEEL | 511(A) 0332 | LB | 17,820.000 | 19,880.000 | 19,880.000 | $0.70 | $0.00 | $13,916.00 | |
Subtotals For Category 0101/RETAINING WALL - OKCY-XTWN(012)TI | $0.00 | $283,246.30 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0200/BRIDGE 'M-B' - OKCY-XTWN(012)TI | ||||||||
0185 | APPROACH SLAB | 504(A) 1304 | SY | 689.400 | 689.400 | 689.400 | $152.85 | $0.00 | $105,374.79 | |
0186 | SAW-CUT GROOVING | 504(B) 1305 | SY | 669.000 | 669.000 | 669.000 | $3.83 | $0.00 | $2,562.27 | |
0187 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 126.000 | 126.000 | 126.000 | $50.00 | $0.00 | $6,300.00 | |
0188 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 731.000 | 731.000 | 731.000 | $3.30 | $0.00 | $2,412.30 | |
Subtotals For Category 0200/BRIDGE 'M-B' - OKCY-XTWN(012)TI | $0.00 | $116,649.36 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0201/BRIDGE 'M-G' - OKCY-XTWN(012)TI | ||||||||
0189 | APPROACH SLAB | 504(A) 1304 | SY | 324.000 | 324.000 | 324.000 | $142.00 | $0.00 | $46,008.00 | |
0190 | SAW-CUT GROOVING | 504(B) 1305 | SY | 301.000 | 301.000 | 301.000 | $3.83 | $0.00 | $1,152.83 | |
0191 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 142.300 | 142.300 | 142.300 | $79.91 | $0.00 | $11,371.19 | |
0192 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 370.000 | 370.000 | 370.000 | $3.30 | $0.00 | $1,221.00 | |
Subtotals For Category 0201/BRIDGE 'M-G' - OKCY-XTWN(012)TI | $0.00 | $59,753.02 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0202/BRIDGE 'M-D' - OKCY-XTWN(012)TI | ||||||||
0193 | APPROACH SLAB | 504(A) 1304 | SY | 890.000 | 890.000 | 890.000 | $140.00 | $0.00 | $124,600.00 | |
0194 | SAW-CUT GROOVING | 504(B) 1305 | SY | 876.000 | 876.000 | 876.000 | $3.83 | $0.00 | $3,355.08 | |
0195 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 180.000 | 180.000 | 180.000 | $79.91 | $0.00 | $14,383.80 | |
0196 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 975.000 | 975.000 | 975.000 | $3.30 | $0.00 | $3,217.50 | |
Subtotals For Category 0202/BRIDGE 'M-D' - OKCY-XTWN(012)TI | $0.00 | $145,556.38 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0203/BRIDGE 'M-E' - OKCY-XTWN(012)TI | ||||||||
0197 | APPROACH SLAB | 504(A) 1304 | SY | 349.000 | 349.000 | 349.000 | $142.38 | $0.00 | $49,690.62 | |
0198 | SAW-CUT GROOVING | 504(B) 1305 | SY | 338.000 | 338.000 | 338.000 | $3.83 | $0.00 | $1,294.54 | |
0199 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 130.000 | 130.000 | 130.000 | $79.91 | $0.00 | $10,388.30 | |
0200 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 430.000 | 430.000 | 430.000 | $3.30 | $0.00 | $1,419.00 | |
Subtotals For Category 0203/BRIDGE 'M-E' - OKCY-XTWN(012)TI | $0.00 | $62,792.46 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0300/TRAFFIC TEMPORARY - OKCY-XTWN(012)TI | ||||||||
0201 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 20,000.000 | 1,569.000 | 1,569.000 | $0.64 | $0.00 | $1,004.16 | |
0202 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $176,827.28 | $0.00 | $176,827.20 | |
0203 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 4,810.000 | 3,162.000 | 3,162.000 | $53.25 | $0.00 | $168,376.50 | |
0204 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 1,110.000 | 2,842.000 | 2,842.000 | $54.32 | $0.00 | $154,377.44 | |
0205 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,110.000 | 850.000 | 850.000 | $37.28 | $0.00 | $31,688.00 | |
0206 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 370.000 | 344.000 | 344.000 | $17.70 | $0.00 | $6,088.80 | |
Subtotals For Category 0300/TRAFFIC TEMPORARY - OKCY-XTWN(012)TI | $0.00 | $538,362.10 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0301/TRAFFIC PERMANENT - OKCY-XTWN(012)TI | ||||||||
0207 | CLASS A CONCRETE | 509(B) 0321 | CY | 329.000 | 225.170 | 225.170 | $372.75 | $0.00 | $83,932.12 | |
0208 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 112.000 | 140.000 | 140.000 | $394.05 | $0.00 | $55,167.00 | |
0209 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 22.000 | 44.430 | 44.430 | $532.50 | $0.00 | $23,658.98 | |
0210 | REINFORCING STEEL | 804(B) 2916 | LB | 19,786.000 | 15,497.960 | 15,497.960 | $2.45 | $0.00 | $37,970.00 | |
0211 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 32.000 | 422.100 | 422.100 | $15.71 | $0.00 | $6,631.19 | |
0212 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 491.000 | 659.040 | 659.040 | $20.77 | $0.00 | $13,688.26 | |
0213 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 2,241.000 | 2,570.910 | 2,570.910 | $20.77 | $0.00 | $53,397.80 | |
0214 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 106.000 | 92.900 | 92.900 | $39.41 | $0.00 | $3,661.19 | |
0215 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 42.000 | 0.000 | 0.000 | $46.59 | $0.00 | $0.00 | |
0216 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 40.000 | 52.000 | 52.000 | $57.51 | $0.00 | $2,990.52 | |
0217 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 64.000 | 155.600 | 155.600 | $20.24 | $0.00 | $3,149.34 | |
0218 | OVHD.SN.STR., MONOTUBE TYPE A 100' | 852(C) 0130 | EA | 2.000 | 0.000 | 0.000 | $83,070.00 | $0.00 | $0.00 | |
0219 | OVHD.SN.STR., MONOTUBE TYPE A 105' | 852(C) 0135 | EA | 1.000 | 0.000 | 0.000 | $96,382.50 | $0.00 | $0.00 | |
0220 | OVHD.SN.STR., MONOTUBE TYPE A 110' | 852(C) 0140 | EA | 1.000 | 0.000 | 0.000 | $96,915.00 | $0.00 | $0.00 | |
0221 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 1.000 | 0.000 | 0.000 | $28,968.00 | $0.00 | $0.00 | |
0222 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 38.000 | 95.000 | 95.000 | $422.81 | $0.00 | $40,166.95 | |
0223 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 3.000 | 5.000 | 5.000 | $22,434.23 | $0.00 | $112,171.15 | |
8030 | OVHD.SN.STR., MONOTUBE TYPE B 100' | 852(D) 0330 | EA | 0.000 | 1.000 | 1.000 | $122,174.51 | $0.00 | $122,174.51 | |
8031 | OVHD.SN.STR., MONOTUBE TYPE B 105' | 852(D) 0335 | EA | 0.000 | 1.000 | 1.000 | $128,785.12 | $0.00 | $128,785.12 | |
8032 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(D) 0340 | EA | 0.000 | 1.000 | 1.000 | $127,293.32 | $0.00 | $127,293.32 | |
8033 | OVHD.SN.STR., MONOTUBE TYPE B 120' | 852(D) 0350 | EA | 0.000 | 1.000 | 1.000 | $125,138.19 | $0.00 | $125,138.19 | |
8034 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 1.000 | $34,673.12 | $0.00 | $34,673.12 | |
8054 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 0.000 | 177.800 | 177.800 | $10.12 | $0.00 | $1,799.34 | |
8055 | 4"@13 GALV.STL.WD.FLANGE BM.POST | 851(A) 3206 | LF | 0.000 | 73.000 | 73.000 | $29.82 | $0.00 | $2,176.86 | |
8056 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 7,366.000 | 7,366.000 | $0.43 | $0.00 | $3,167.38 | |
8057 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 0.000 | 1,464.000 | 1,464.000 | $0.64 | $0.00 | $936.96 | |
8060 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 4.000 | 4.000 | $68.75 | $0.00 | $275.00 | |
Subtotals For Category 0301/TRAFFIC PERMANENT - OKCY-XTWN(012)TI | $0.00 | $983,004.30 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0302/TRAFFIC SIGNAL - OKCY-XTWN(012)TI | ||||||||
0224 | SAWING PAVEMENT | 619(C) 0924 | LF | 480.000 | 0.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0225 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 530.000 | 346.000 | 346.000 | $3.20 | $0.00 | $1,107.20 | |
0226 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 110.000 | 99.000 | 99.000 | $3.46 | $0.00 | $342.54 | |
0227 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 180.000 | 232.000 | 232.000 | $19.17 | $0.00 | $4,447.44 | |
0228 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 90.000 | 152.000 | 152.000 | $8.52 | $0.00 | $1,295.04 | |
0229 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 4.000 | 4.000 | 4.000 | $202.35 | $0.00 | $809.40 | |
0230 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 5.000 | 5.000 | 5.000 | $266.25 | $0.00 | $1,331.25 | |
0231 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.600 | 8.600 | 8.600 | $426.00 | $0.00 | $3,663.60 | |
0232 | REINFORCING STEEL | 804(B) 2916 | LB | 1,292.000 | 1,291.400 | 1,291.400 | $1.07 | $0.00 | $1,381.80 | |
0233 | 32'MH POLE 45'TS & 10'LMA(G.STL.) | 806(A) 8313 | EA | 1.000 | 1.000 | 1.000 | $14,476.55 | $0.00 | $14,476.55 | |
0234 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 2.000 | 2.000 | 2.000 | $11,943.98 | $0.00 | $23,887.96 | |
0235 | 8' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8892 | EA | 1.000 | 1.000 | 1.000 | $2,582.63 | $0.00 | $2,582.63 | |
0236 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 3.000 | $1,379.18 | $0.00 | $4,137.54 | |
0237 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 170.000 | 248.000 | 248.000 | $1.07 | $0.00 | $265.36 | |
0238 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,500.000 | 1,282.000 | 1,282.000 | $0.37 | $0.00 | $474.34 | |
0239 | (SP)CCTV CAMERA, PAN-TILT-ZOOM | 815(B) 8610 | EA | 1.000 | 0.000 | 0.000 | $11,715.00 | $0.00 | $0.00 | |
0240 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $12,316.73 | $0.00 | $12,316.73 | |
0241 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 4.000 | 4.000 | 4.000 | $106.50 | $0.00 | $426.00 | |
0242 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 1,930.000 | 2,069.280 | 2,069.280 | $3.99 | $0.00 | $8,256.43 | |
0243 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 4.000 | 4.000 | 4.000 | $1,565.55 | $0.00 | $6,262.20 | |
0244 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 6.000 | 6.000 | 6.000 | $665.63 | $0.00 | $3,993.78 | |
0245 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 1.000 | 1.000 | 1.000 | $639.00 | $0.00 | $639.00 | |
0246 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 1.000 | 1.000 | 1.000 | $1,059.68 | $0.00 | $1,059.68 | |
0247 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 4.000 | 4.000 | 4.000 | $639.00 | $0.00 | $2,556.00 | |
0248 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 1,120.000 | 1,122.000 | 1,122.000 | $0.96 | $0.00 | $1,077.12 | |
0249 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 120.000 | 120.000 | 120.000 | $1.28 | $0.00 | $153.60 | |
0250 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 130.000 | 142.000 | 142.000 | $2.24 | $0.00 | $318.08 | |
0251 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 1,120.000 | 857.000 | 857.000 | $0.64 | $0.00 | $548.48 | |
0252 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 3.000 | 3.000 | 3.000 | $426.00 | $0.00 | $1,278.00 | |
0253 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 680.000 | 640.000 | 640.000 | $1.07 | $0.00 | $684.80 | |
0254 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 2.000 | $1,363.20 | $0.00 | $2,726.40 | |
0255 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 74.000 | 79.780 | 79.780 | $15.71 | $0.00 | $1,253.35 | |
0256 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 41.000 | 68.000 | 68.000 | $37.28 | $0.00 | $2,535.04 | |
0257 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 122.000 | 109.100 | 109.100 | $10.12 | $0.00 | $1,104.09 | |
0258 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 42.000 | 33.600 | 33.600 | $10.12 | $0.00 | $340.03 | |
0259 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 340.000 | 1,207.000 | 1,207.000 | $1.40 | $0.00 | $1,689.80 | |
0260 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 474.000 | 164.000 | 164.000 | $2.77 | $0.00 | $454.28 | |
0261 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 120.000 | 199.000 | 199.000 | $8.31 | $0.00 | $1,653.69 | |
0262 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 26.000 | 26.000 | $72.42 | $0.00 | $1,882.92 | |
0263 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $177.86 | $0.00 | $177.86 | |
Subtotals For Category 0302/TRAFFIC SIGNAL - OKCY-XTWN(012)TI | $0.00 | $113,590.01 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0303/TRAFFIC LIGHTING - OKCY-XTWN(012)TI | ||||||||
0264 | CLASS AA CONCRETE | 509(A) 0319 | CY | 186.000 | 186.000 | 186.000 | $639.00 | $0.00 | $118,854.00 | |
0265 | CLASS A CONCRETE | 509(B) 0321 | CY | 38.000 | 37.570 | 37.570 | $426.00 | $0.00 | $16,004.82 | |
0266 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 400.000 | 400.000 | 400.000 | $266.25 | $0.00 | $106,500.00 | |
0267 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 24.000 | 81.000 | 81.000 | $8.52 | $0.00 | $690.12 | |
0268 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 280.000 | 184.000 | 184.000 | $12.78 | $0.00 | $2,351.52 | |
0269 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 70.000 | 0.000 | 0.000 | $14.91 | $0.00 | $0.00 | |
0270 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 960.000 | 886.000 | 886.000 | $15.98 | $0.00 | $14,158.28 | |
0271 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 11,230.000 | 11,306.000 | 11,306.000 | $3.46 | $0.00 | $39,118.76 | |
0272 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 14.000 | 4.000 | 4.000 | $426.00 | $0.00 | $1,704.00 | |
0273 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 37.000 | 31.000 | 31.000 | $213.00 | $0.00 | $6,603.00 | |
0274 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 6.000 | 5.000 | 5.000 | $239.63 | $0.00 | $1,198.15 | |
0275 | REINFORCING STEEL | 804(B) 2916 | LB | 32,788.000 | 32,787.650 | 32,787.650 | $1.07 | $0.00 | $35,082.79 | |
0276 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 805(D) 8742 | LSUM | 1.000 | 1.000 | 1.000 | $2,130.00 | $0.00 | $2,130.00 | |
0277 | 40' MTG & 8' HLMA(G.STL.) | 806(C) 8922 | EA | 27.000 | 27.000 | 27.000 | $3,601.83 | $0.00 | $97,249.41 | |
0278 | 40' MTG.HT.POLE & TWIN H.L.MST.ARM(G.STL.) | 806(C) 8929 | EA | 2.000 | 2.000 | 2.000 | $3,897.90 | $0.00 | $7,795.80 | |
0279 | 45' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8991 | EA | 5.000 | 5.000 | 5.000 | $4,004.40 | $0.00 | $20,022.00 | |
0280 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 29.000 | 29.000 | 29.000 | $500.55 | $0.00 | $14,515.95 | |
0281 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 31.000 | 31.000 | 31.000 | $1,278.00 | $0.00 | $39,618.00 | |
0282 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 8.000 | 8.000 | 8.000 | $319.50 | $0.00 | $2,556.00 | |
0283 | POST TOP LUMINAIRE | 809(C) 8399 | EA | 10.000 | 10.000 | 10.000 | $649.65 | $0.00 | $6,496.50 | |
0284 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 46.000 | 46.000 | 46.000 | $798.75 | $0.00 | $36,742.50 | |
0285 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 44,030.000 | 28,206.000 | 28,206.000 | $1.07 | $0.00 | $30,180.42 | |
0286 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 5,420.000 | 4,960.000 | 4,960.000 | $0.43 | $0.00 | $2,132.80 | |
0287 | 2/C NO.12 ELECTRICAL CONDUCTOR | 811 8052 | LF | 2,250.000 | 1,880.000 | 1,880.000 | $0.75 | $0.00 | $1,410.00 | |
0288 | 120' HIGH MAST POLE(G.STL.) | 812 8060 | EA | 3.000 | 3.000 | 3.000 | $15,016.50 | $0.00 | $45,049.50 | |
0289 | 140' HIGH MAST POLE(G.STL.) | 812 8068 | EA | 7.000 | 7.000 | 7.000 | $18,151.86 | $0.00 | $127,063.02 | |
0290 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 10.000 | 10.000 | 10.000 | $7,488.02 | $0.00 | $74,880.20 | |
8012 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $8,292.89 | $0.00 | $8,292.89 | |
8047 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 0.000 | 168.000 | 168.000 | $66.30 | $0.00 | $11,138.40 | |
Subtotals For Category 0303/TRAFFIC LIGHTING - OKCY-XTWN(012)TI | $0.00 | $869,538.83 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0600/STAKING - OKCY-XTWN(012)TI | ||||||||
0291 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 1.000 | $181,056.00 | $0.00 | $181,056.00 | |
Subtotals For Category 0600/STAKING - OKCY-XTWN(012)TI | $0.00 | $181,056.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0640/CONSTRUCTION - OKCY-XTWN(012)TI | ||||||||
0292 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0293 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $20,130.00 | $0.00 | $20,130.00 | |
0294 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $725,306.00 | $0.00 | $725,306.00 | |
0295 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $91,000.00 | $0.00 | $91,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - OKCY-XTWN(012)TI | $0.00 | $838,936.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(012)TI | Project: 17428(31) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8013 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $14,170.91 | $0.00 | $14,170.91 | |
8015 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 1.000 | 1.000 | $4,140.18 | $0.00 | $4,140.18 | |
8016 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 1.000 | 1.000 | $5,968.79 | $0.00 | $5,968.79 | |
8017 | CLSM BACKFILL | 501(G) 6315 | CY | 0.000 | 10.000 | 10.000 | $183.49 | $0.00 | $1,834.90 | |
8018 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $22,264.90 | $0.00 | $22,264.90 | |
8019 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 60.000 | 60.000 | $122.64 | $0.00 | $7,358.40 | |
8020 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 17.000 | 17.000 | $122.64 | $0.00 | $2,084.88 | |
8023 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 20.000 | 20.000 | $122.64 | $0.00 | $2,452.80 | |
8025 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $880.00 | $0.00 | $880.00 | |
8028 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,066.01 | $0.00 | $5,066.01 | |
8052 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 13,971.080 | 13,971.080 | $9.00 | $0.00 | $125,739.72 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $191,961.49 | ||||||||
Subtotals For Project OKCY-XTWN(012)TI /17428(31) | $24,237.96 | $18,660,722.15 |
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(807)SG | Project: 22873(09) | Category: 0904/ITS INFRASTRUCTURE - SEC115-155N(807)SG | ||||||||
0296 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 690.000 | 838.000 | 838.000 | $17.04 | $0.00 | $14,279.52 | |
0297 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 2,490.000 | 1,593.000 | 1,593.000 | $4.26 | $0.00 | $6,786.18 | |
0298 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 560.000 | 617.000 | 617.000 | $27.69 | $0.00 | $17,084.73 | |
0299 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 1,825.000 | 1,976.000 | 1,976.000 | $12.78 | $0.00 | $25,253.28 | |
0300 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 12.000 | 7.000 | 7.000 | $239.63 | $0.00 | $1,677.41 | |
0301 | GROUND BOX (GB48) | 803(B) 8090 | EA | 2.000 | 2.000 | 2.000 | $5,325.00 | $0.00 | $10,650.00 | |
0302 | GROUND BOX (R48) | 803(B) 8105 | EA | 5.000 | 5.000 | 5.000 | $1,597.50 | $0.00 | $7,987.50 | |
0303 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.760 | 24.540 | 24.540 | $585.75 | $0.00 | $14,374.32 | |
0304 | REINFORCING STEEL | 804(B) 2916 | LB | 2,000.000 | 1,989.200 | 1,989.200 | $1.33 | $0.00 | $2,645.64 | |
0305 | SERVICE POLE | 810(A) 3118 | EA | 5.000 | 5.000 | 5.000 | $2,130.00 | $0.00 | $10,650.00 | |
0306 | 1/C NO.0 ELECTRICAL CONDUCTOR | 811 8032 | LF | 5,903.000 | 4,724.000 | 4,724.000 | $2.34 | $0.00 | $11,054.16 | |
0307 | (SP)CCTV CAMERA, WEB | 815(A) 8615 | EA | 16.000 | 16.000 | 16.000 | $2,130.00 | $0.00 | $34,080.00 | |
0308 | (SP)CCTV CAMERA, PAN-TILT-ZOOM | 815(B) 8610 | EA | 4.000 | 4.000 | 4.000 | $5,857.50 | $0.00 | $23,430.00 | |
0309 | (SP)CCTV CAMERA POLE | 816 8620 | EA | 4.000 | 4.000 | 4.000 | $18,531.00 | $0.00 | $74,124.00 | |
0310 | (SP)FIBER OPTIC CABLE, 24 SMF | 818(A) 8715 | LF | 4,830.000 | 3,422.000 | 3,422.000 | $3.73 | $0.00 | $12,764.06 | |
0311 | (SP)FIBER OPTIC PATCH PANEL, 24 PORT | 818(B) 8745 | EA | 4.000 | 4.000 | 4.000 | $798.75 | $0.00 | $3,195.00 | |
0312 | (SP)FIBER OPTIC CABLE SPLICE | 818(C) 8735 | EA | 96.000 | 0.000 | 0.000 | $90.53 | $0.00 | $0.00 | |
0313 | (SP)FIBER OPTIC CABLE TERMINATION | 818(D) 8740 | EA | 72.000 | 64.000 | 64.000 | $106.50 | $0.00 | $6,816.00 | |
0314 | (SP)FIBER OPTIC ROUTE SIGN & INSTALLATION | 818(G) 5570 | EA | 20.000 | 0.000 | 0.000 | $53.25 | $0.00 | $0.00 | |
0315 | (PL)FIBER OPTIC & COMMUNICATION EQUIPMENT | 819 8780 | LSUM | 1.000 | 1.000 | 1.000 | $23,962.50 | $0.00 | $23,962.50 | |
0316 | (SP)INSTALLATION OF COMMUNICATION CABLE | 819(B) 5550 | LF | 900.000 | 900.000 | 900.000 | $21.30 | $0.00 | $19,170.00 | |
0317 | (SP)CABINET | 824(C) 6551 | EA | 6.000 | 6.000 | 6.000 | $6,922.50 | $0.00 | $41,535.00 | |
0318 | (SP)UNDERGROUND COMMUNICATION CABLE | 834(C) 8358 | LF | 800.000 | 800.000 | 800.000 | $2.13 | $0.00 | $1,704.00 | |
0319 | (SP)LED DYNAMIC MESSAGE SIGN FIELD EQUIPMENT(18 INCH) | 887(A) 8540 | EA | 2.000 | 2.000 | 2.000 | $85,040.25 | $0.00 | $170,080.50 | |
0320 | (SP)LED D.M.S SYSTEM SUPPORT EQUIPMENT | 887(C) 8500 | LSUM | 1.000 | 1.000 | 1.000 | $17,600.19 | $0.00 | $17,600.19 | |
0321 | (SP)LED D.M.S. SIGN SOFTWARE | 887(D) 8350 | LSUM | 1.000 | 1.000 | 1.000 | $5,325.00 | $0.00 | $5,325.00 | |
0322 | (SP)LANE CONTROL SIGN | 887(E) 8360 | EA | 15.000 | 16.000 | 16.000 | $7,939.58 | $0.00 | $127,033.28 | |
0323 | (PL)SHIELD ISOLATION PEDESTAL | 887(F) 8370 | EA | 4.000 | 4.000 | 4.000 | $372.75 | $0.00 | $1,491.00 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 | |
Subtotals For Category 0904/ITS INFRASTRUCTURE - SEC115-155N(807)SG | $0.00 | $686,403.27 | ||||||||
Subtotals For Project SEC115-155N(807)SG /22873(09) | $0.00 | $686,403.27 |