Contract ID: | 090501 | Estimate Number: | 0065 , Final | Spec Year: | 1999 | |||
Primary JP: | 17428(22) | Residency: | EL RENO (04200) | Contract No: | 510147 | |||
Date Created: | 01/08/2019 | Contractor FEI: | 731297069B | Account No: | 400400 |
Project Number(s): | OKCY-XTWN(003)TI | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE, AND RAILROAD I-40: FROM EAST OF WESTERN AVENUE, EXTEND EAST. PROJECT LENGTH = 1.072 MILES. | ||||||||
Primary County: | OKLAHOMA | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | ALLEN CONTR., INC./SHERWOOD CONST. CO, INC./MANHATTAN RD. & | Time Charged: | 1810.00 | ||||||
1100 S. EASTERN AVE. | Time Allowed: | 1812.00 | |||||||
OKLAHOMA CITY , OK 73101 | Percent Time: | 99.89 % |
Paid To Date: | $68,001,274.04 | Payable This Statement: | $0.00 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
ALLEN CONTR., INC./SHERWOOD CONST. CO, INC./MANHATTAN RD. & |
_________________________________________________ |
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: | 090501 | Estimate Number: | 0065 | Contract No: | 510147 | |||
Residency: | EL RENO (04200) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(003)TI | ||||||||||||
Primary Job Piece No: | 17428(22) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE, AND RAILROAD I-40: FROM EAST OF WESTERN AVENUE, EXTEND EAST. PROJECT LENGTH = 1.072 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | ALLEN CONTR., INC./SHERWOOD CONST. CO, INC./MANHATTAN RD. & | ||||||||||||
1100 S. EASTERN AVE. | |||||||||||||
OKLAHOMA CITY , OK 73101 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 07/23/2009 | NTP Effective Date: | 09/14/2009 | Pay Period: | 08/01/2018 TO 09/15/2018 |
Date Awarded: | 08/03/2009 | Date Work Began: | 09/08/2009 | Original Contract Time: | 520 |
Date Contract Executed: | 08/10/2009 | Date Time Stopped: | 08/22/2014 | Current Time Charged: | 1810.00 |
Date NTP Issued: | 08/11/2009 | Completion Date: | 08/22/2014 | Current Time Allowed: | 1812.00 |
General Liability Expires: | 01/01/2019 | Workman's Comp Expires: | 01/01/2019 | Percent Time Used: | 99.89 % |
Specification Year: | 1999 | ||||
Bid Amount: | $63,211,594.70 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $68,146,074.03 | Participating: | $62,060,382.90 | $62,060,382.90 | $0.00 | ||
Percent Complete: | 99.79 % | Non Participating: | $5,856,761.36 | $5,856,761.36 | $0.00 | ||
Unearned Balance: | $144,799.99 | Total Earnings: | $67,917,144.26 | $67,917,144.26 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $67,917,144.26 | $67,917,144.26 | $0.00 | ||||
Other Adjustments: | $84,129.78 | $84,129.78 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $68,001,274.04 | $68,001,274.04 | $0.00 |
Contract ID: | 090501 | Estimate Number: | 0065 | Primary JP: | 17428(22) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Reinforcing Steel correction | Approved | 10/27/2009 | 0.0 | $45,028.15 |
002 | Change Method of Measurement for Uncl. Exc. on Bridge M-O | Approved | 12/09/2009 | 0.0 | $0.00 |
003 | Salvaging Robinson St. Br. RR shields- MS-4 steel correction | Approved | 05/03/2010 | 0.0 | $19,560.52 |
004 | Additional Traffic Control | Approved | 11/09/2010 | 0.0 | $42,437.80 |
005 | P-1 modification | Approved | 11/09/2010 | 0.0 | $43,474.18 |
006 | Added Tunnel Structure and Retaining Walls at Robinson Ave | Approved | 06/04/2012 | 0.0 | $1,872,064.87 |
007 | Beam Deductions | Approved | 03/15/2011 | 0.0 | $-5,619.29 |
008 | Removal of Trolley Rail and Brick Pipe | Approved | 01/04/2011 | 0.0 | $68,621.74 |
009 | Time Credit for Project Delays | Approved | 05/24/2011 | 168.0 | $0.00 |
010 | Adding Internal Milestone for Mainline Paving Preparation | Approved | 06/13/2011 | 0.0 | $0.00 |
011 | Compensation for Project Delays | Approved | 07/11/2011 | 0.0 | $404,918.30 |
012 | Internal Milestone for the Walker Avenue Bridge | Approved | 10/03/2011 | 0.0 | $260,000.00 |
013 | Additional Reinforcing Steel for Retaining Walls | Approved | 03/05/2012 | 0.0 | $249,167.30 |
014 | Waterline Relocation at Robinson Ave. | Approved | 05/06/2013 | 0.0 | $110,126.20 |
015 | Robinson Avenue Accelerated Completion Incentive | Approved | 02/06/2012 | 0.0 | $0.00 |
016 | Typical Section Change on Robinson N. of I-40 | Approved | 09/11/2012 | 0.0 | $82,283.95 |
017 | Railroad flagging quantity overrun | Approved | 01/08/2013 | 0.0 | $769,182.25 |
018 | Additional appropriations for quantity overruns | Approved | 10/09/2012 | 0.0 | $237,499.55 |
019 | Robinson Ave. Early Incentive | Approved | 12/04/2012 | 0.0 | $115,000.00 |
020 | Additional Form Liner; Tunnel Removal at Union Station | Approved | 03/05/2013 | 0.0 | $191,327.08 |
021 | Screenwall Letter Formliners | Approved | 03/05/2013 | 0.0 | $65,771.64 |
022 | FQCO | Approved | 03/20/2018 | 0.0 | $-223,310.55 |
023 | 12" and 14" Pile Splices | Approved | 01/05/2017 | 0.0 | $132,300.00 |
024 | Time Adjustment | Approved | 03/10/2017 | 329.0 | $0.00 |
025 | Reinforcing Steel adjustment | Approved | 09/10/2018 | 0.0 | $225,715.80 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(22) | 0017 | Stockpiled Material Closure | 0063 | $-0.01 | |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0017 | $-4,978.91 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0036 | $-2,605.42 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0038 | $-19,800.00 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0040 | $-12,422.62 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0019 | $-2,755.86 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0007 | $-2,088.40 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0022 | $-13,282.14 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Initial Payment | 0007 | $142,747.01 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0023 | $-6,599.99 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0039 | $-49,264.12 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0024 | $-7,089.71 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0037 | $-19,800.00 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0035 | $-352.04 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | Stockpiled Material Adjustment | 0026 | $-1,707.79 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0037 | $-4,250.00 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0023 | $-8,671.95 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0022 | $-334.22 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0018 | $-100.30 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0017 | $78,378.07 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0038 | $-51,000.00 |
17428(22) | 0020 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0040 | $-14,021.60 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0041 | $-171.41 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Closure | 0062 | $-0.76 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0016 | $-241.32 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Initial Payment | 0004 | $8,600.00 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0030 | $-65.88 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0040 | $-3,183.54 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0054 | $-1,618.34 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0028 | $-383.04 |
17428(22) | 0038 | Handrail (Sleeves) | Stockpiled Material Adjustment | 0057 | $-2,935.71 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0023 | $-14,816.41 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0021 | $-2,808.00 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Initial Payment | 0021 | $55,827.72 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0022 | $-12,699.88 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0024 | $-20,705.26 |
17428(22) | 0044 | Retaining Wall (St. Reinf. Bars_ | Stockpiled Material Adjustment | 0025 | $-4,798.17 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0007 | $-17,550.00 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0007 | $17,550.00 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0007 | $-239.04 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0007 | $239.04 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0013 | $-16,027.58 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0008 | $16,027.58 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Initial Payment | 0008 | $0.00 |
17428(22) | 0047 | REINFORCING STEEL | Stockpiled Material Adjustment | 0013 | $0.00 |
17428(22) | 0047 | Reinforcing Steel | Stockpiled Material Adjustment | 0013 | $-17,675.20 |
17428(22) | 0047 | Reinforcing Steel | Stockpiled Material Initial Payment | 0008 | $17,675.20 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0013 | $-789.00 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0021 | $-7,101.00 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0014 | $-3,156.00 |
17428(22) | 0068 | INLET CICI DES. 3 (STD) | Stockpiled Material Initial Payment | 0007 | $11,046.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Initial Payment | 0007 | $5,069.88 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0013 | $-342.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0014 | $-1,476.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0021 | $-3,186.00 |
17428(22) | 0076 | INLET CICI DES. 3 (STD) | Stockpiled Material Adjustment | 0024 | $-65.88 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0017 | $17,051.42 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0032 | $-8,717.17 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0029 | $-5,329.50 |
17428(22) | 0148 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0031 | $-3,004.75 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Initial Payment | 0004 | $23,532.60 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Closure | 0062 | $-2,586.00 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0007 | $-4,137.60 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0005 | $-12,412.80 |
17428(22) | 0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0006 | $-4,396.20 |
17428(22) | 0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Initial Payment | 0004 | $69,895.98 |
17428(22) | 0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0016 | $-45,271.38 |
17428(22) | 0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | Stockpiled Material Adjustment | 0015 | $-24,624.60 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Closure | 0062 | $-435.12 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Adjustment | 0009 | $-133.20 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Adjustment | 0008 | $-53.28 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Initial Payment | 0004 | $888.00 |
17428(22) | 0228 | 6" Ductile Iron W/Polyethylene Encasement | Stockpiled Material Adjustment | 0016 | $-266.40 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0006 | $-6,473.60 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0015 | $-6,615.21 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0005 | $-36,768.02 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0007 | $-3,439.10 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Initial Payment | 0004 | $57,223.18 |
17428(22) | 0229 | 12" Ductile Iron Pipe W/Polyethylene Encasement | Stockpiled Material Adjustment | 0016 | $-3,927.25 |
17428(22) | 0230 | 30" Ductile Iron Pipe w/Polyethylene Encasement | Stockpiled Material Initial Payment | 0004 | $5,992.94 |
17428(22) | 0230 | 30" Ductile Iron Pipe w/Polyethylene Encasement | Stockpiled Material Closure | 0062 | $-5,992.94 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0039 | $-103,000.34 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0037 | $-155,114.23 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0024 | $-103,667.00 |
17428(22) | 0254 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Initial Payment | 0017 | $361,781.57 |
17428(22) | 0278 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0030 | $-141,327.54 |
17428(22) | 0278 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Initial Payment | 0017 | $382,960.17 |
17428(22) | 0278 | PRESTRESSED CONCRETE BEAMS | Stockpiled Material Adjustment | 0036 | $-241,632.63 |
17428(22) | 0278 | Prestressed Concrete Beams | Stockpiled Material Initial Payment | 0018 | $244,728.00 |
17428(22) | 0278 | Prestressed Concrete Beams | Stockpiled Material Adjustment | 0036 | $-66,907.80 |
17428(22) | 0278 | Prestressed Concrete Beams | Stockpiled Material Adjustment | 0030 | $-177,820.20 |
17428(22) | 0284 | Sealed Expansion Joint | Stockpiled Material Adjustment | 0039 | $-19,873.00 |
17428(22) | 0284 | Sealed Expansion Joint | Stockpiled Material Initial Payment | 0015 | $19,873.00 |
17428(22) | 0284 | Sealed Expansion Joint(MR-1) | Stockpiled Material Adjustment | 0039 | $-22,525.00 |
17428(22) | 0284 | Sealed Expansion Joint(MR-1) | Stockpiled Material Initial Payment | 0016 | $22,525.00 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0023 | $-6,874.50 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0018 | $-3,925.00 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0017 | $46,526.16 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0019 | $-8,017.76 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0017 | $-17,662.50 |
17428(22) | 0290 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0024 | $-10,046.40 |
17428(22) | 0378 | Sealed Expansion Joint (MS-3) | Stockpiled Material Initial Payment | 0016 | $5,729.00 |
17428(22) | 0378 | Sealed Expansion Joint (MS-3) | Stockpiled Material Adjustment | 0027 | $-5,729.00 |
17428(22) | 0399 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0022 | $-34,650.28 |
17428(22) | 0399 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0017 | $-62,441.66 |
17428(22) | 0399 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0017 | $97,091.94 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Initial Payment | 0016 | $32,473.65 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Adjustment | 0047 | $-17,712.90 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Adjustment | 0054 | $-8,856.45 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Adjustment | 0051 | $-1,968.10 |
17428(22) | 0431 | (PL)Roadway Luminaire | Stockpiled Material Adjustment | 0034 | $-3,936.20 |
17428(22) | 0432 | Service Pole | Stockpiled Material Initial Payment | 0016 | $11,496.00 |
17428(22) | 0432 | Service Pole | Stockpiled Material Adjustment | 0051 | $-5,748.00 |
17428(22) | 0432 | Service Pole | Stockpiled Material Adjustment | 0047 | $-5,748.00 |
17428(22) | 0436 | (PL)Traffic Items(Lighting) (33 pole assembly) | Stockpiled Material Initial Payment | 0016 | $70,749.69 |
17428(22) | 0436 | (PL)Traffic Items(Lighting) (33 pole assembly) | Stockpiled Material Adjustment | 0054 | $-70,749.69 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Adjustment | 0044 | $-25,555.00 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Adjustment | 0047 | $-24,210.00 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Initial Payment | 0017 | $71,285.00 |
17428(22) | 0465 | (PL)RETAINING WALL PYLON | Stockpiled Material Adjustment | 0049 | $-21,520.00 |
17428(22) | 0465 | (PL)Retaining Wall Pylon | Stockpiled Material Initial Payment | 0018 | $38,332.50 |
17428(22) | 0465 | (PL)Retaining Wall Pylon | Stockpiled Material Adjustment | 0044 | $-25,555.00 |
17428(22) | 0465 | (PL)Retaining Wall Pylon | Stockpiled Material Adjustment | 0047 | $-12,777.50 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0035 | --13 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0036 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0037 | -27.0 | $2,000.00 | $54,000.00 |
System Application of Liquidated Damages | 0045 | --23 | $2,000.00 | $-46,000.00 |
System Application of Liquidated Damages | 0046 | --12 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0047 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0048 | --26 | $2,000.00 | $-52,000.00 |
System Application of Liquidated Damages | 0050 | --8.0 | $2,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0051 | --24 | $2,000.00 | $-48,000.00 |
System Application of Liquidated Damages | 0052 | --50 | $2,000.00 | $-100,000.00 |
System Application of Liquidated Damages | 0053 | --103 | $2,000.00 | $-206,000.00 |
System Application of Liquidated Damages | 0054 | --13 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0055 | --57 | $2,000.00 | $-114,000.00 |
System Application of Liquidated Damages | 0056 | --11 | $2,000.00 | $-22,000.00 |
System Application of Liquidated Damages | 0057 | --1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0058 | -16.0 | $2,000.00 | $32,000.00 |
System Application of Liquidated Damages | 0059 | --31 | $2,000.00 | $-62,000.00 |
System Application of Liquidated Damages | 0060 | -16.0 | $2,000.00 | $32,000.00 |
System Application of Liquidated Damages | 0061 | --108 | $2,000.00 | $-216,000.00 |
System Application of Liquidated Damages | 0062 | -123 | $2,000.00 | $246,000.00 |
System Application of Liquidated Damages | 0063 | -327 | $2,000.00 | $654,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0035 | $26,000.00 |
LD Adjustment (Prog. Est. Only) | 0036 | $28,000.00 |
LD Adjustment (Prog. Est. Only) | 0037 | $-54,000.00 |
LD Adjustment (Prog. Est. Only) | 0048 | $62,000.00 |
LD Adjustment (Prog. Est. Only) | 0050 | $16,000.00 |
LD Adjustment (Prog. Est. Only) | 0051 | $48,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0051 | $-238,000.00 |
LD Adjustment (Prog. Est. Only) | 0052 | $100,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0052 | $-54,000.00 |
LD Adjustment (Prog. Est. Only) | 0053 | $206,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0053 | $-335,000.00 |
LD Adjustment (Prog. Est. Only) | 0054 | $26,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0055 | $-8,200.00 |
LD Adjustment (Prog. Est. Only) | 0055 | $114,000.00 |
LD Adjustment (Prog. Est. Only) | 0056 | $22,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0057 | $635,200.00 |
LD Adjustment (Prog. Est. Only) | 0057 | $2,000.00 |
LD Adjustment (Prog. Est. Only) | 0058 | $-32,000.00 |
LD Adjustment (Prog. Est. Only) | 0059 | $62,000.00 |
LD Adjustment (Prog. Est. Only) | 0060 | $-32,000.00 |
LD Adjustment (Prog. Est. Only) | 0061 | $216,000.00 |
LD Adjustment (Prog. Est. Only) | 0062 | $-246,000.00 |
LD Adjustment (Prog. Est. Only) | 0063 | $-564,000.00 | 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(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | * Material Discrepancy Adjustments | 0006 | -138.80 | $4.30 | $-596.84 |
17428(22) | 0017 | (SP)GEOGRID EARTH REINFORCEMENT | * Material Discrepancy Adjustments | 0012 | 138.80 | $4.30 | $596.84 |
17428(22) | 0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | Asphalt Binder Adjustment | 0041 | 8,500.00 | $4.60 | $39,126.61 |
17428(22) | 0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 2,399.03 | $4.04 | $9,693.59 |
17428(22) | 0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | Asphalt Binder Adjustment | 0050 | 344.87 | $4.10 | $1,415.05 |
17428(22) | 0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | Asphalt Binder Adjustment | 0063 | -145.75 | $-0.47 | $69.69 |
17428(22) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0038 | 1,861.50 | $7.73 | $14,395.45 |
17428(22) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0049 | 187.17 | $6.78 | $1,270.56 |
17428(22) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0050 | 456.42 | $6.89 | $3,146.22 |
17428(22) | 0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0057 | -826.92 | $7.20 | $-5,960.65 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $208.68 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $2,828.03 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $4,333.86 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 1,236.55 | $2.27 | $2,810.99 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 2,114.00 | $2.79 | $5,915.50 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 499.54 | $5.00 | $2,499.32 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 1,031.00 | $6.78 | $6,998.69 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0050 | 505.04 | $6.89 | $3,481.37 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0057 | 412.27 | $7.20 | $2,971.75 |
17428(22) | 0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0063 | -984.28 | $-0.80 | $790.62 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $4,141.86 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0033 | 1,091.68 | $3.19 | $3,491.19 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0038 | 500.00 | $8.83 | $4,419.00 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0050 | 517.10 | $7.87 | $4,073.71 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0057 | -946.39 | $8.23 | $-7,796.36 |
17428(22) | 0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0063 | 488.84 | $-0.91 | $-448.76 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $91.25 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $166.42 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $-797.70 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0031 | 83.97 | $3.19 | $268.54 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0057 | -22.04 | $8.23 | $-181.57 |
17428(22) | 0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0063 | 21.74 | $-0.91 | $-19.96 |
17428(22) | 0038 | HANDRAILING | * Material Discrepancy Adjustments | 0016 | -126.00 | $96.00 | $-12,096.00 |
17428(22) | 0038 | HANDRAILING | * Material Discrepancy Adjustments | 0063 | 126.00 | $96.00 | $12,096.00 |
17428(22) | 0113 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0044 | -1,326.00 | $27.00 | $-35,802.00 |
17428(22) | 0113 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0045 | 1,326.00 | $27.00 | $35,802.00 |
17428(22) | 0114 | FENCE-STYLE CLF (8'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0044 | -1,125.00 | $32.00 | $-36,000.00 |
17428(22) | 0114 | FENCE-STYLE CLF (8'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0045 | 1,125.00 | $32.00 | $36,000.00 |
17428(22) | 0209 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0063 | 77.04 | $-0.80 | $-61.88 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $0.88 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $4.92 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $2.62 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 68.04 | $2.59 | $176.77 |
17428(22) | 0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0063 | 0.08 | $-0.91 | $-0.07 |
17428(22) | 0219 | 42" STEEL CASING PIPE | * Material Discrepancy Adjustments | 0016 | -580.00 | $280.00 | $-162,400.00 |
17428(22) | 0219 | 42" STEEL CASING PIPE | * Material Discrepancy Adjustments | 0021 | 580.00 | $280.00 | $162,400.00 |
17428(22) | 0311 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0042 | -1.80 | $1,000.00 | $-1,800.00 |
17428(22) | 0397 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0017 | 0.00 | $0.00 | $-2,489.76 |
17428(22) | 0397 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0018 | 0.00 | $0.00 | $-2,415.14 |
17428(22) | 0418 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0006 | -543.90 | $3.00 | $-1,631.70 |
17428(22) | 0418 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0063 | 543.90 | $3.00 | $1,631.70 |
17428(22) | 0420 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0020 | 0.00 | $0.00 | $-1,302.91 |
17428(22) | 0420 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0027 | 0.00 | $0.00 | $-6,510.82 |
17428(22) | 0420 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0027 | 0.00 | $0.00 | $-4,877.78 |
17428(22) | 0424 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | * Material Discrepancy Adjustments | 0034 | -710.00 | $16.00 | $-11,360.00 |
17428(22) | 0424 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | * Material Discrepancy Adjustments | 0041 | 710.00 | $16.00 | $11,360.00 |
17428(22) | 0428 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0034 | -11.00 | $310.00 | $-3,410.00 |
17428(22) | 0428 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0041 | 11.00 | $310.00 | $3,410.00 |
17428(22) | 0433 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0034 | -750.00 | $2.00 | $-1,500.00 |
17428(22) | 0433 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0041 | 750.00 | $2.00 | $1,500.00 | Subtotals For Line Item Adjustments | $84,129.78 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Walker Avenue bridge | 04/19/2011 | 07/01/2011 | 100.00 DYS | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090501 | Estimate Number: | 0065 | Primary JP: | 17428(22) | |||
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(003)TI | Project: 17428(22) | Category: 0100/ROADWAY | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 770.000 | 0.000 | 0.000 | $33.00 | $0.00 | $0.00 | |
0002 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
0003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 276,378.000 | 276,378.000 | 276,378.000 | $4.50 | $0.00 | $1,243,701.00 | |
0004 | SELECT BORROW | 202(D) 0186 | CY | 57,000.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0005 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 0.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0006 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $70,000.00 | $0.00 | $70,000.00 | |
0007 | TEMPORARY SLOPE DRAINS | 221 2800 | LF | 285.000 | 0.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT FENCE | 223 2801 | LF | 16,925.000 | 15,417.000 | 15,417.000 | $2.30 | $0.00 | $35,459.10 | |
0009 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 25.000 | 2.000 | 2.000 | $375.00 | $0.00 | $750.00 | |
0010 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,320.000 | 589.000 | 589.000 | $7.50 | $0.00 | $4,417.50 | |
0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 162,748.000 | 118,332.890 | 118,332.890 | $1.65 | $0.00 | $195,249.27 | |
0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 35.000 | 0.000 | 0.000 | $375.00 | $0.00 | $0.00 | |
0013 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 12.200 | 8.620 | 8.620 | $625.00 | $0.00 | $5,387.50 | |
0014 | (PL)ROCK FILTER DAM, TYPE 3 | 235(C) 0102 | CY | 45.000 | 0.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0015 | MOWING | 241 2832 | AC | 166.000 | 169.540 | 169.540 | $63.00 | $0.00 | $10,681.02 | |
0016 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 381.000 | 0.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0017 | (SP)GEOGRID EARTH REINFORCEMENT | 246(A) 7041 | SY | 73,288.000 | 71,659.870 | 71,659.870 | $4.30 | $0.00 | $308,137.46 | |
0018 | AGGREGATE BASE | 303 0192 | CY | 59,008.000 | 66,242.710 | 66,242.710 | $50.00 | $0.00 | $3,312,135.50 | |
0019 | (SP)OPEN GRADED BITUMINOUN BASE (PG 64-22 OK) | 319 5200 | TON | 9,579.000 | 11,098.150 | 11,098.150 | $68.00 | $0.00 | $754,674.20 | |
0020 | SEPARATOR FABRIC | 325 5271 | SY | 184,419.000 | 185,654.600 | 185,654.600 | $1.00 | $0.00 | $185,654.60 | |
0021 | (SP)FLY ASH | 327(A) 4200 | TON | 1,096.000 | 611.840 | 611.840 | $60.00 | $0.00 | $36,710.40 | |
0022 | (SP)LIME | 327(D) 4230 | TON | 277.000 | 0.000 | 0.000 | $165.00 | $0.00 | $0.00 | |
0023 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 25,183.000 | 17,525.030 | 17,525.030 | $4.00 | $0.00 | $70,100.12 | |
0024 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 25,183.000 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0025 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 4,522.000 | 5,857.220 | 5,857.220 | $29.00 | $0.00 | $169,859.38 | |
0026 | TACK COAT | 407 0250 | GAL | 3,601.000 | 1,554.500 | 1,554.500 | $3.50 | $0.00 | $5,440.75 | |
0027 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 3,723.000 | 1,678.170 | 1,678.170 | $87.00 | $0.00 | $146,000.79 | |
0028 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 8,283.000 | 6,860.040 | 6,860.040 | $73.00 | $0.00 | $500,782.92 | |
0029 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 2,857.000 | 2,500.320 | 2,500.320 | $94.00 | $0.00 | $235,030.08 | |
0030 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 120.000 | 185.270 | 185.270 | $94.00 | $0.00 | $17,415.38 | |
0031 | 6" P.C. CONCRETE PAVEMENT | 414(A) 0258 | SY | 170.000 | 899.870 | 899.870 | $55.00 | $0.00 | $49,492.85 | |
0032 | 9" H.E.S. CONCRETE (PATCHING) | 414(B) 5072 | SY | 283.000 | 70.000 | 70.000 | $85.00 | $0.00 | $5,950.00 | |
0033 | COLD MILLING PAVEMENT | 417 5267 | SY | 882.000 | 607.060 | 607.060 | $4.00 | $0.00 | $2,428.24 | |
0034 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 2,175.000 | 3,527.070 | 3,527.070 | $12.00 | $0.00 | $42,324.84 | |
0035 | GRANULAR BACKFILL | 501(F) 6352 | CY | 50.000 | 49.680 | 49.680 | $49.00 | $0.00 | $2,434.32 | |
0036 | CLSM BACKFILL | 501(G) 6309 | CY | 12.000 | 13.000 | 13.000 | $130.00 | $0.00 | $1,690.00 | |
0037 | (PL)PARAPET ORNAMENT | 504 6415 | EA | 8.000 | 8.000 | 8.000 | $2,800.00 | $0.00 | $22,400.00 | |
0038 | HANDRAILING | 504(G) 6006 | LF | 4,490.000 | 3,818.000 | 3,818.000 | $96.00 | $0.00 | $366,528.00 | |
0039 | CLASS AA CONCRETE | 509(A) 0319 | CY | 7,404.000 | 7,404.000 | 7,404.000 | $390.00 | $0.00 | $2,887,560.00 | |
0040 | CLASS A CONCRETE | 509(B) 0321 | CY | 239.000 | 203.220 | 203.220 | $550.00 | $0.00 | $111,771.00 | |
0041 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 14.000 | 42.720 | 42.720 | $540.00 | $0.00 | $23,068.80 | |
0042 | CLASS C CONCRETE | 509(D) 0325 | CY | 824.000 | 1,003.260 | 1,003.260 | $350.00 | $0.00 | $351,141.00 | |
0043 | (PL)PULLING & STOCKPILING SHEET PILING | 510 6381 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
0044 | RETAINING WALL | 510(A) 6333 | SY | 16,300.000 | 16,353.110 | 16,353.110 | $500.00 | $0.00 | $8,176,555.00 | |
0045 | (PL)MSE RETAINING WALL | 510(A) 6341 | SY | 1,801.000 | 1,811.220 | 1,811.220 | $600.00 | $0.00 | $1,086,732.00 | |
0046 | SLOPE WALL (5") | 510(C) 6135 | SY | 16.000 | 16.000 | 16.000 | $82.00 | $0.00 | $1,312.00 | |
0047 | REINFORCING STEEL | 511(A) 0332 | LB | 981,486.000 | 981,486.000 | 981,486.000 | $0.85 | $0.00 | $834,263.11 | |
0048 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 47,722.000 | 48,204.850 | 48,204.850 | $30.42 | $0.00 | $1,466,391.55 | |
0049 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 47,722.000 | 46,658.700 | 46,658.700 | $14.07 | $0.00 | $656,487.88 | |
0050 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 61.000 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0051 | FILTER FABRIC (RIPRAP) | 601(E) 6312 | SY | 550.000 | 0.000 | 0.000 | $3.60 | $0.00 | $0.00 | |
0052 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 92.000 | 0.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0053 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 8,249.000 | 7,237.920 | 7,237.920 | $21.00 | $0.00 | $151,996.32 | |
0054 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 6,489.000 | 5,917.690 | 5,917.690 | $40.00 | $0.00 | $236,707.60 | |
0055 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 701.000 | 849.230 | 849.230 | $49.00 | $0.00 | $41,612.27 | |
0056 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,467.000 | 1,919.390 | 1,919.390 | $46.00 | $0.00 | $88,291.94 | |
0057 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 70.000 | 69.810 | 69.810 | $54.00 | $0.00 | $3,769.74 | |
0058 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 78.000 | 78.000 | 78.000 | $1,300.00 | $0.00 | $101,400.00 | |
0059 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 8.000 | 9.000 | 9.000 | $1,900.00 | $0.00 | $17,100.00 | |
0060 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $3,900.00 | $0.00 | $3,900.00 | |
0061 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 168.400 | 177.550 | 177.550 | $75.00 | $0.00 | $13,316.25 | |
0062 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 43.600 | 43.600 | 43.600 | $150.00 | $0.00 | $6,540.00 | |
0063 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 11.100 | 11.100 | 11.100 | $200.00 | $0.00 | $2,220.00 | |
0064 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 44.000 | 40.000 | 40.000 | $450.00 | $0.00 | $18,000.00 | |
0065 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0066 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 15.000 | 15.000 | 15.000 | $2,200.00 | $0.00 | $33,000.00 | |
0067 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 5.000 | 5.000 | 5.000 | $2,500.00 | $0.00 | $12,500.00 | |
0068 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 46.000 | 44.000 | 44.000 | $2,600.00 | $0.00 | $114,400.00 | |
0069 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0070 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 1.000 | 1.000 | 1.000 | $3,600.00 | $0.00 | $3,600.00 | |
0071 | INLET MEDIAN BARRIER DES. 1 | 611(E) 5690 | EA | 1.000 | 1.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 | |
0072 | INLET MEDIAN BARRIER DES. 2 | 611(E) 5692 | EA | 53.000 | 61.000 | 61.000 | $1,800.00 | $0.00 | $109,800.00 | |
0073 | INLET MEDIAN BARRIER DES. 2-2 | 611(E) 5693 | EA | 1.000 | 2.000 | 2.000 | $3,400.00 | $0.00 | $6,800.00 | |
0074 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 9.000 | 10.000 | 10.000 | $2,100.00 | $0.00 | $21,000.00 | |
0075 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 58.100 | 59.400 | 59.400 | $150.00 | $0.00 | $8,910.00 | |
0076 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 101.100 | 94.300 | 94.300 | $300.00 | $0.00 | $28,290.00 | |
0077 | INLET MED. BAR. DES. 1 (ADD'L DEPTH) | 611(F) 5695 | VF | 8.000 | 8.000 | 8.000 | $200.00 | $0.00 | $1,600.00 | |
0078 | INLET MED. BAR. DES. 2 (ADD'L DEPTH) | 611(F) 5697 | VF | 118.400 | 139.900 | 139.900 | $250.00 | $0.00 | $34,975.00 | |
0079 | INLET MED. BAR. DES. 2-2 (ADD'L DEPTH) | 611(F) 5698 | VF | 9.900 | 9.900 | 9.900 | $300.00 | $0.00 | $2,970.00 | |
0080 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 158.000 | 148.000 | 148.000 | $450.00 | $0.00 | $66,600.00 | |
0081 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 160.000 | 152.000 | 152.000 | $250.00 | $0.00 | $38,000.00 | |
0082 | DROP INLET GRATE (24" SPDI) | 611(L) 4479 | EA | 7.000 | 9.000 | 9.000 | $1,300.00 | $0.00 | $11,700.00 | |
0083 | (PL)HEAVY WELD STEEL GRATE | 611(N) 3650 | LB | 2,632.000 | 2,631.700 | 2,631.700 | $2.90 | $0.00 | $7,631.93 | |
0084 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 5.000 | 4.000 | 4.000 | $875.00 | $0.00 | $3,500.00 | |
0085 | MANHOLES REBUILT | 612(B) 0642 | EA | 2.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
0086 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 3.000 | 3.000 | 3.000 | $100.00 | $0.00 | $300.00 | |
0087 | REMOVE & RESET MANHOLE FRAME & COVER | 612(T) 0706 | EA | 13.000 | 4.000 | 4.000 | $250.00 | $0.00 | $1,000.00 | |
0088 | (PL)VIDEO INSPECTION OF CONDUIT | 613 0700 | EA | 2.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0089 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 10,871.000 | 11,747.000 | 11,747.000 | $45.00 | $0.00 | $528,615.00 | |
0090 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,039.000 | 2,137.000 | 2,137.000 | $55.00 | $0.00 | $117,535.00 | |
0091 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 554.000 | 634.000 | 634.000 | $80.00 | $0.00 | $50,720.00 | |
0092 | 36" R.C.PIPE CLASS V | 613(B) 0597 | LF | 20.000 | 128.000 | 128.000 | $225.00 | $0.00 | $28,800.00 | |
0093 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(B) 4404 | LF | 494.000 | 494.000 | 494.000 | $75.00 | $0.00 | $37,050.00 | |
0094 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 125.000 | 343.000 | 343.000 | $125.00 | $0.00 | $42,875.00 | |
0095 | SPECIAL END SECTION OF 38" X 60" RCP ELLIPTICAL | 613(C) 5156 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0096 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 123.000 | 66.000 | 66.000 | $55.00 | $0.00 | $3,630.00 | |
0097 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 60.000 | 4.000 | 4.000 | $75.00 | $0.00 | $300.00 | |
0098 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 66.000 | 62.750 | 62.750 | $65.00 | $0.00 | $4,078.75 | |
0099 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 2.000 | 2.000 | 2.000 | $625.00 | $0.00 | $1,250.00 | |
0100 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 1.000 | $850.00 | $0.00 | $850.00 | |
0101 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1092 | LF | 400.000 | 310.000 | 310.000 | $4.95 | $0.00 | $1,534.50 | |
0102 | 12" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1094 | LF | 13,479.000 | 13,636.000 | 13,636.000 | $8.50 | $0.00 | $115,906.00 | |
0103 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1097 | LF | 400.000 | 490.000 | 490.000 | $5.00 | $0.00 | $2,450.00 | |
0104 | 12" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1099 | LF | 248.000 | 464.000 | 464.000 | $8.25 | $0.00 | $3,828.00 | |
0105 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
0106 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 5,227.000 | 6,128.000 | 6,128.000 | $4.85 | $0.00 | $29,720.80 | |
0107 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 24,935.000 | 18,917.260 | 18,917.260 | $3.55 | $0.00 | $67,156.26 | |
0108 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 11,453.000 | 16,350.900 | 16,350.900 | $7.50 | $0.00 | $122,631.76 | |
0109 | REMOVAL OF PAVING BRICK ROADWAY | 619(B) 6118 | SY | 775.000 | 841.670 | 841.670 | $3.55 | $0.00 | $2,987.93 | |
0110 | CUT AND CAP ABANDONED WELL | 619(B) 8679 | EA | 2.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
0111 | PLUG ABANDONED WELL | 619(B) 8715 | LF | 1,200.000 | 2,400.000 | 2,400.000 | $15.00 | $0.00 | $36,000.00 | |
0112 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $355,000.00 | $0.00 | $355,000.00 | |
0113 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(D) 4290 | LF | 1,326.000 | 1,439.000 | 1,439.000 | $27.00 | $0.00 | $38,853.00 | |
0114 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 10,104.000 | 11,020.000 | 11,020.000 | $32.00 | $0.00 | $352,640.00 | |
0115 | GATES-STYLE CLF (8'HIGH X 8'LONG) | 624(E) 5990 | EA | 2.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
0116 | PERMANENT BARRICADE UNIT | 880(C) 8850 | EA | 6.000 | 8.000 | 8.000 | $300.00 | $0.00 | $2,400.00 | |
0117 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 20.000 | 16.000 | 16.000 | $54.00 | $0.00 | $864.00 | |
8026 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $68,621.74 | $0.00 | $68,621.74 | |
8029 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 546,445.000 | 546,445.000 | $0.85 | $0.00 | $464,478.25 | |
8040 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 0.000 | 6,201.630 | 6,201.630 | $65.00 | $0.00 | $403,105.95 | |
8069 | CONSTRUCTION MISCELLANEOUS | 104 0350 | SY | 0.000 | 8,609.400 | 8,609.400 | $19.37 | $0.00 | $166,764.08 | |
8070 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 20.000 | 20.000 | $1,228.15 | $0.00 | $24,563.00 | |
8072 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 544.000 | 544.000 | $200.00 | $0.00 | $108,800.00 | |
8073 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 94.000 | 94.000 | $250.00 | $0.00 | $23,500.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $28,119,157.63 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0110/BNSF RAILROAD CONSTRUCTION | ||||||||
0118 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 30.000 | 30.000 | 30.000 | $55.00 | $0.00 | $1,650.00 | |
0119 | RAILROAD FLAGGING | 104 0900 | HOUR | 600.000 | 3,411.000 | 3,411.000 | $100.00 | $0.00 | $341,100.00 | |
0120 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 41,341.000 | 41,341.000 | 41,341.000 | $4.50 | $0.00 | $186,034.50 | |
0121 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,950.000 | 339.000 | 339.000 | $2.50 | $0.00 | $847.50 | |
0122 | TEMPORARY SILT DIKE | 227 0100 | LF | 200.000 | 0.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
0123 | SOLID SLAB SODDING | 230(A) 2806 | SY | 22,135.000 | 8,212.060 | 8,212.060 | $1.65 | $0.00 | $13,549.89 | |
0124 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.600 | 0.000 | 0.000 | $375.00 | $0.00 | $0.00 | |
0125 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 1.700 | 1.080 | 1.080 | $630.00 | $0.00 | $680.40 | |
0126 | MOWING | 241 2832 | AC | 23.900 | 0.000 | 0.000 | $63.00 | $0.00 | $0.00 | |
0127 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 1.000 | 0.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0128 | (PL)ASPHALT CONCRETE (6") | 411 4540 | SY | 2,613.000 | 2,090.000 | 2,090.000 | $28.00 | $0.00 | $58,520.00 | |
0129 | HANDRAILING | 504(G) 6006 | LF | 174.000 | 186.000 | 186.000 | $150.00 | $0.00 | $27,900.00 | |
0130 | CLASS C CONCRETE | 509(D) 0325 | CY | 5.000 | 145.000 | 145.000 | $400.00 | $0.00 | $58,000.00 | |
0131 | RETAINING WALL | 510(A) 6333 | SY | 216.000 | 227.350 | 227.350 | $900.00 | $0.00 | $204,615.00 | |
0132 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 1,278.000 | 1,313.470 | 1,313.470 | $220.00 | $0.00 | $288,963.40 | |
0133 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 792.000 | 792.000 | 792.000 | $240.00 | $0.00 | $190,080.00 | |
0134 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 364.000 | 364.000 | 364.000 | $3.55 | $0.00 | $1,292.20 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $13,754.18 | $0.00 | $13,754.18 | |
8068 | RAILROAD FLAGGING | 104 0900 | HOUR | 0.000 | 2,661.000 | 2,661.000 | $-10.00 | $0.00 | $-26,610.00 | |
Subtotals For Category 0110/BNSF RAILROAD CONSTRUCTION | $0.00 | $1,360,377.07 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0120/UP RAILROAD CONSTRUCTION | ||||||||
0135 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 100.000 | 0.000 | 0.000 | $33.00 | $0.00 | $0.00 | |
0136 | RAILROAD FLAGGING | 104 0900 | HOUR | 1,400.000 | 5,663.000 | 5,663.000 | $155.00 | $0.00 | $877,765.00 | |
0137 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 227,188.000 | 227,188.000 | 227,188.000 | $4.50 | $0.00 | $1,022,346.00 | |
0138 | TEMPORARY SILT FENCE | 223 2801 | LF | 8,569.000 | 374.000 | 374.000 | $2.50 | $0.00 | $935.00 | |
0139 | TEMPORARY SILT DIKE | 227 0100 | LF | 840.000 | 49.000 | 49.000 | $7.50 | $0.00 | $367.50 | |
0140 | SOLID SLAB SODDING | 230(A) 2806 | SY | 43,927.000 | 1,280.000 | 1,280.000 | $1.65 | $0.00 | $2,112.00 | |
0141 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 11.600 | 0.000 | 0.000 | $380.00 | $0.00 | $0.00 | |
0142 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 3.300 | 0.000 | 0.000 | $630.00 | $0.00 | $0.00 | |
0143 | (PL)ROCK FILTER DAM, TYPE 3 | 235(C) 0102 | CY | 35.000 | 0.000 | 0.000 | $89.00 | $0.00 | $0.00 | |
0144 | MOWING | 241 2832 | AC | 45.500 | 0.000 | 0.000 | $63.00 | $0.00 | $0.00 | |
0145 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 7.000 | 0.000 | 0.000 | $155.00 | $0.00 | $0.00 | |
0146 | (SP)GEOGRID EARTH REINFORCEMENT | 246(A) 7041 | SY | 25,279.000 | 27,800.970 | 27,800.970 | $4.30 | $0.00 | $119,544.18 | |
0147 | AGGREGATE BASE | 303 0192 | CY | 29,779.000 | 31,880.360 | 31,880.360 | $50.00 | $0.00 | $1,594,018.00 | |
0148 | SEPARATOR FABRIC | 325 5271 | SY | 40,121.000 | 42,982.790 | 42,982.790 | $1.00 | $0.00 | $42,982.79 | |
0149 | (SP)LIME | 327(D) 4230 | TON | 877.000 | 536.560 | 536.560 | $165.00 | $0.00 | $88,532.40 | |
0150 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 40,390.000 | 23,233.330 | 23,233.330 | $3.00 | $0.00 | $69,699.99 | |
0151 | CLSM BACKFILL | 501(G) 6309 | CY | 555.000 | 602.700 | 602.700 | $175.00 | $0.00 | $105,472.50 | |
0152 | CLASS A CONCRETE | 509(B) 0321 | CY | 27.000 | 32.410 | 32.410 | $620.00 | $0.00 | $20,094.20 | |
0153 | CLASS C CONCRETE | 509(D) 0325 | CY | 2,461.000 | 2,461.000 | 2,461.000 | $250.00 | $0.00 | $615,250.00 | |
0154 | REINFORCING STEEL | 511(A) 0332 | LB | 2,143.000 | 2,143.000 | 2,143.000 | $1.00 | $0.00 | $2,143.00 | |
0155 | (PL)SUB-BALLAST TYPE B | 550 6509 | CY | 15,575.000 | 15,575.000 | 15,575.000 | $55.00 | $0.00 | $856,625.00 | |
0156 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 18.000 | 750.920 | 750.920 | $65.00 | $0.00 | $48,809.80 | |
0157 | FILTER FABRIC (RIPRAP) | 601(E) 6312 | SY | 30.000 | 281.000 | 281.000 | $10.00 | $0.00 | $2,810.00 | |
0158 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 1.000 | 1.000 | 1.000 | $2,900.00 | $0.00 | $2,900.00 | |
0159 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 1.000 | $2,100.00 | $0.00 | $2,100.00 | |
0160 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0161 | 18" R.C.PIPE CLASS V | 613(B) 0594 | LF | 121.000 | 112.000 | 112.000 | $75.00 | $0.00 | $8,400.00 | |
0162 | 24" R.C.PIPE CLASS V | 613(B) 0595 | LF | 141.000 | 141.000 | 141.000 | $100.00 | $0.00 | $14,100.00 | |
0163 | 30" R.C.PIPE CLASS V | 613(B) 0596 | LF | 126.000 | 126.000 | 126.000 | $125.00 | $0.00 | $15,750.00 | |
0164 | 60" R.C.PIPE CLASS V | 613(B) 0680 | LF | 126.000 | 176.000 | 176.000 | $300.00 | $0.00 | $52,800.00 | |
0165 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 3.000 | 3.000 | $775.00 | $0.00 | $2,325.00 | |
0166 | 60" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5742 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0167 | 12" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1094 | LF | 3,393.000 | 3,347.000 | 3,347.000 | $8.50 | $0.00 | $28,449.50 | |
0168 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 40.000 | 0.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
8067 | RAILROAD FLAGGING | 104 0900 | HOUR | 0.000 | 3,913.000 | 3,913.000 | $-15.50 | $0.00 | $-60,651.50 | |
Subtotals For Category 0120/UP RAILROAD CONSTRUCTION | $0.00 | $5,540,180.36 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0130/SANITARY SEWER RELOCATION | ||||||||
0169 | TEMPORARY SILT FENCE | 223 2801 | LF | 7,000.000 | 703.000 | 703.000 | $1.50 | $0.00 | $1,054.50 | |
0170 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,500.000 | 12,273.450 | 12,273.450 | $2.50 | $0.00 | $30,683.62 | |
0171 | TACK COAT | 407 0250 | GAL | 101.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0172 | PRIME COAT | 408 5774 | GAL | 109.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0173 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 75.000 | 0.000 | 0.000 | $124.00 | $0.00 | $0.00 | |
0174 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 300.000 | 0.000 | 0.000 | $137.00 | $0.00 | $0.00 | |
0175 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 250.000 | 49.170 | 49.170 | $111.00 | $0.00 | $5,457.87 | |
0176 | CLSM BACKFILL | 501(G) 6309 | CY | 700.000 | 171.750 | 171.750 | $185.00 | $0.00 | $31,773.75 | |
0177 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 180.000 | 0.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0178 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 9.000 | 7.000 | 7.000 | $1,900.00 | $0.00 | $13,300.00 | |
0179 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 6.000 | 7.000 | 7.000 | $3,700.00 | $0.00 | $25,900.00 | |
0180 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 18.000 | 13.190 | 13.190 | $125.00 | $0.00 | $1,648.75 | |
0181 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 80.000 | 79.650 | 79.650 | $125.00 | $0.00 | $9,956.25 | |
0182 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 15.000 | 13.000 | 13.000 | $435.00 | $0.00 | $5,655.00 | |
0183 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 7.000 | 7.000 | 7.000 | $500.00 | $0.00 | $3,500.00 | |
0184 | (PL)VIDEO INSPECTION OF CONDUIT | 613 0700 | EA | 1.000 | 1.000 | 1.000 | $4,400.00 | $0.00 | $4,400.00 | |
0185 | SEWER FLOW CONTROL | 615 5980 | LSUM | 1.000 | 1.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 | |
0186 | SEWER LEAKAGE TEST (<24" DIA.) | 615 5985 | LF | 1,350.000 | 20.000 | 20.000 | $1.30 | $0.00 | $26.00 | |
0187 | SEWER LEAKAGE TEST (>OR= 24" DIA.) | 615 5990 | LF | 2,100.000 | 2,084.000 | 2,084.000 | $1.30 | $0.00 | $2,709.20 | |
0188 | DEFLECTION TEST (8" PIPE) | 615 6505 | LSUM | 1.000 | 0.000 | 0.000 | $130.00 | $0.00 | $0.00 | |
0189 | DEFLECTION TEST 36" | 615 6535 | LSUM | 1.000 | 1.000 | 1.000 | $130.00 | $0.00 | $130.00 | |
0190 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6120 | LF | 1,350.000 | 13.000 | 13.000 | $95.00 | $0.00 | $1,235.00 | |
0191 | 36" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6135 | LF | 2,100.000 | 2,056.000 | 2,056.000 | $130.00 | $0.00 | $267,280.00 | |
0192 | SANITARY SEWER SERVICE CONNECTION | 615(D) 0300 | EA | 1.000 | 1.000 | 1.000 | $130.00 | $0.00 | $130.00 | |
0193 | TRENCH EXCAVATION | 615(F) 6129 | CY | 5,800.000 | 6,318.990 | 6,318.990 | $10.00 | $0.00 | $63,189.90 | |
0194 | STANDARD BEDDING MATERIAL | 615(G) 6131 | CY | 1,600.000 | 1,761.850 | 1,761.850 | $45.00 | $0.00 | $79,283.25 | |
0195 | 48" STEEL CASING PIPE | 615(H) 0320 | LF | 720.000 | 720.000 | 720.000 | $300.00 | $0.00 | $216,000.00 | |
0196 | BORE AND JACK 48" STEEL CASING | 616(U) 6250 | LF | 720.000 | 720.000 | 720.000 | $600.00 | $0.00 | $432,000.00 | |
0197 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0198 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 250.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0199 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 820.000 | 93.330 | 93.330 | $8.00 | $0.00 | $746.64 | |
0200 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 11.000 | 9.000 | 9.000 | $300.00 | $0.00 | $2,700.00 | |
0201 | REMOVAL OF CURB | 619(B) 4791 | LF | 180.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0202 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 1,200.000 | 1,132.000 | 1,132.000 | $1.50 | $0.00 | $1,698.00 | |
0203 | PLUGGING ABANDONED SEWER | 619(B) 8660 | EA | 20.000 | 18.000 | 18.000 | $130.00 | $0.00 | $2,340.00 | |
0204 | SAWING PAVEMENT | 619(C) 0924 | LF | 350.000 | 56.000 | 56.000 | $4.00 | $0.00 | $224.00 | |
Subtotals For Category 0130/SANITARY SEWER RELOCATION | $0.00 | $1,206,321.73 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0140/WATER LINE RELOCATION | ||||||||
0205 | TEMPORARY SILT FENCE | 223 2801 | LF | 7,900.000 | 124.000 | 124.000 | $1.50 | $0.00 | $186.00 | |
0206 | SOLID SLAB SODDING | 230(A) 2806 | SY | 11,000.000 | 1,563.170 | 1,563.170 | $2.50 | $0.00 | $3,907.93 | |
0207 | TACK COAT | 407 0250 | GAL | 68.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0208 | PRIME COAT | 408 5774 | GAL | 102.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0209 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 226.000 | 77.040 | 77.040 | $125.00 | $0.00 | $9,630.00 | |
0210 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 76.000 | 86.040 | 86.040 | $137.00 | $0.00 | $11,787.48 | |
0211 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 108.000 | 86.420 | 86.420 | $110.00 | $0.00 | $9,506.20 | |
0212 | CLSM BACKFILL | 501(G) 6309 | CY | 400.000 | 82.730 | 82.730 | $185.00 | $0.00 | $15,305.05 | |
0213 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 255.000 | 207.000 | 207.000 | $27.00 | $0.00 | $5,589.00 | |
0214 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 160.000 | 0.000 | 0.000 | $43.00 | $0.00 | $0.00 | |
0215 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 15.000 | 15.000 | 15.000 | $37.00 | $0.00 | $555.00 | |
0216 | FIRE HYDRANT RELOCATION | 612(J) 0651 | EA | 4.000 | 4.000 | 4.000 | $1,300.00 | $0.00 | $5,200.00 | |
0217 | DISINFECTION AND TESTING | 612(M) 4819 | LSUM | 1.000 | 1.000 | 1.000 | $125.00 | $0.00 | $125.00 | |
0218 | BORE & JACK 42" CASING | 613(U) 0600 | LF | 720.000 | 840.000 | 840.000 | $545.00 | $0.00 | $457,800.00 | |
0219 | 42" STEEL CASING PIPE | 615(H) 0310 | LF | 720.000 | 840.000 | 840.000 | $280.00 | $0.00 | $235,200.00 | |
0220 | 4" PLUG | 616 0104 | EA | 1.000 | 0.000 | 0.000 | $31.00 | $0.00 | $0.00 | |
0221 | 6" PLUG | 616 0108 | EA | 11.000 | 0.000 | 0.000 | $86.00 | $0.00 | $0.00 | |
0222 | 10" PLUG | 616 0112 | EA | 2.000 | 0.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0223 | 12" PLUG | 616 0118 | EA | 1.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0224 | 30" WATER LINE CONNECTION | 616 0143 | EA | 2.000 | 2.000 | 2.000 | $6,200.00 | $0.00 | $12,400.00 | |
0225 | (PL)DUCTILE IRON FITTINGS | 616(A) 0850 | LB | 3,760.000 | 4,365.000 | 4,365.000 | $1.50 | $0.00 | $6,547.50 | |
0226 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5830 | LF | 910.000 | 810.000 | 810.000 | $106.00 | $0.00 | $85,860.00 | |
0227 | 30" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5860 | LF | 738.000 | 840.000 | 840.000 | $190.00 | $0.00 | $159,600.00 | |
0228 | 6" DUCTILE IRON PIPE W/POLYETHYLENE ENCASEMENT | 616(A) 6010 | LF | 100.000 | 51.000 | 51.000 | $86.00 | $0.00 | $4,386.00 | |
0229 | 12" DUCTILE IRON PIPE W/POLYETHYLENE ENCASEMENT | 616(A) 6030 | LF | 2,831.000 | 2,871.000 | 2,871.000 | $100.00 | $0.00 | $287,100.00 | |
0230 | 30" DUCTILE IRON PIPE W/POLTETHYLENE ENCASEMENT | 616(A) 6050 | LF | 79.000 | 0.000 | 0.000 | $168.00 | $0.00 | $0.00 | |
0231 | 12" VALVES (TAPPING) | 616(D) 0865 | EA | 3.000 | 3.000 | 3.000 | $3,700.00 | $0.00 | $11,100.00 | |
0232 | 6" GATE VALVE | 616(D) 1070 | EA | 3.000 | 3.000 | 3.000 | $750.00 | $0.00 | $2,250.00 | |
0233 | 12" GATE VALVE | 616(D) 1100 | EA | 2.000 | 2.000 | 2.000 | $1,900.00 | $0.00 | $3,800.00 | |
0234 | 30" VALVES | 616(D) 4920 | EA | 3.000 | 2.000 | 2.000 | $20,000.00 | $0.00 | $40,000.00 | |
0235 | 12" X 12" TAPPING SLEEVE | 616(D) 7023 | EA | 1.000 | 1.000 | 1.000 | $3,100.00 | $0.00 | $3,100.00 | |
0236 | 30" X 12" TAPPING SLEEVE | 616(D) 8030 | EA | 2.000 | 2.000 | 2.000 | $6,200.00 | $0.00 | $12,400.00 | |
0237 | FIRE HYDRANTS | 616(G) 1192 | EA | 4.000 | 4.000 | 4.000 | $5,000.00 | $0.00 | $20,000.00 | |
0238 | 30" SOLID SLEEVE | 616(I) 0027 | EA | 2.000 | 2.000 | 2.000 | $3,800.00 | $0.00 | $7,600.00 | |
0239 | (PL)20" STEEL CASING | 616(I) 5266 | LF | 910.000 | 945.000 | 945.000 | $55.00 | $0.00 | $51,975.00 | |
0240 | 30" X 30" X 6" TEE | 616(J) 0300 | EA | 1.000 | 1.000 | 1.000 | $3,700.00 | $0.00 | $3,700.00 | |
0241 | 30" 45 DEGREE FITTING | 616(K) 0075 | EA | 4.000 | 4.000 | 4.000 | $5,000.00 | $0.00 | $20,000.00 | |
0242 | BORE AND JACK 20" STEEL CASING | 616(U) 6210 | LF | 910.000 | 945.000 | 945.000 | $200.00 | $0.00 | $189,000.00 | |
0243 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $1,200.00 | $0.00 | $1,200.00 | |
0244 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 202.000 | 58.000 | 58.000 | $4.00 | $0.00 | $232.00 | |
0245 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 65.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0246 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 682.000 | 647.770 | 647.770 | $8.00 | $0.00 | $5,182.16 | |
0247 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 160.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0248 | REMOVAL OF FIRE HYDRANT | 619(B) 5949 | EA | 6.000 | 6.000 | 6.000 | $310.00 | $0.00 | $1,860.00 | |
0249 | (PL)REMOVAL OF WATER LINE | 619(B) 7220 | LF | 900.000 | 896.000 | 896.000 | $6.00 | $0.00 | $5,376.00 | |
0250 | SAWING PAVEMENT | 619(C) 0924 | LF | 105.000 | 673.000 | 673.000 | $4.00 | $0.00 | $2,692.00 | |
Subtotals For Category 0140/WATER LINE RELOCATION | $0.00 | $1,692,152.32 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0200/BRIDGE M-P | ||||||||
0251 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,555.000 | 2,555.000 | 2,555.000 | $10.00 | $0.00 | $25,550.00 | |
0252 | SELECT BACKFILL | 501(E) 6354 | CY | 7,855.000 | 7,855.000 | 7,855.000 | $5.00 | $0.00 | $39,275.00 | |
0253 | GRANULAR BACKFILL | 501(F) 6352 | CY | 1,815.000 | 1,815.000 | 1,815.000 | $40.00 | $0.00 | $72,600.00 | |
0254 | PRESTRESSED CONCRETE BEAMS | 503(A) 6123 | LF | 2,528.900 | 2,528.900 | 2,528.900 | $275.00 | $0.00 | $695,447.50 | |
0255 | (PL)SEAM COVER | 504 6410 | EA | 2.000 | 2.000 | 2.000 | $8,000.00 | $0.00 | $16,000.00 | |
0256 | (PL)PARAPET ORNAMENT | 504 6415 | EA | 4.000 | 4.000 | 4.000 | $6,000.00 | $0.00 | $24,000.00 | |
0257 | (PL)ABUTMENT PYLON | 504 6420 | EA | 4.000 | 4.000 | 4.000 | $34,000.00 | $0.00 | $136,000.00 | |
0258 | (PL)PIER PYLON | 504 6425 | EA | 2.000 | 2.000 | 2.000 | $13,000.00 | $0.00 | $26,000.00 | |
0259 | APPROACH SLAB | 504(A) 1304 | SY | 613.000 | 613.000 | 613.000 | $175.00 | $0.00 | $107,275.00 | |
0260 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 176.100 | 176.100 | 176.100 | $250.00 | $0.00 | $44,025.00 | |
0261 | CONCRETE PARAPET | 504(F) 1381 | LF | 638.900 | 638.900 | 638.900 | $95.00 | $0.00 | $60,695.50 | |
0262 | HANDRAILING | 504(G) 6006 | LF | 454.900 | 454.900 | 454.900 | $150.00 | $0.00 | $68,235.00 | |
0263 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,584.400 | 1,584.400 | 1,584.400 | $475.00 | $0.00 | $752,590.00 | |
0264 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,418.500 | 1,418.500 | 1,418.500 | $475.00 | $0.00 | $673,787.50 | |
0265 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 477,810.000 | 477,810.000 | 477,810.000 | $0.80 | $0.00 | $382,248.00 | |
0266 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 4,354.000 | 4,470.750 | 4,470.750 | $40.00 | $0.00 | $178,830.00 | |
0267 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 4,354.000 | 4,170.060 | 4,170.060 | $15.00 | $0.00 | $62,550.90 | |
0268 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 99.000 | 99.000 | 99.000 | $450.00 | $0.00 | $44,550.00 | |
0269 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 12.000 | 12.000 | 12.000 | $1,000.00 | $0.00 | $12,000.00 | |
0270 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 690.000 | 690.000 | 690.000 | $600.00 | $0.00 | $414,000.00 | |
0271 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 24.000 | 24.000 | 24.000 | $1,600.00 | $0.00 | $38,400.00 | |
0272 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 24.000 | 24.000 | 24.000 | $1,600.00 | $0.00 | $38,400.00 | |
0273 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 302.000 | 302.000 | 302.000 | $25.00 | $0.00 | $7,550.00 | |
0274 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 184.000 | 184.000 | 184.000 | $250.00 | $0.00 | $46,000.00 | |
8025 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-5,619.29 | $0.00 | $-5,619.29 | |
8028 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $260,000.00 | $0.00 | $260,000.00 | |
Subtotals For Category 0200/BRIDGE M-P | $0.00 | $4,220,390.11 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0201/ROBINSON BRIDGE M-R1 | ||||||||
0275 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 13,355.000 | 13,355.000 | 13,355.000 | $7.50 | $0.00 | $100,162.50 | |
0276 | SELECT BACKFILL | 501(E) 6354 | CY | 8,765.000 | 8,765.000 | 8,765.000 | $7.50 | $0.00 | $65,737.50 | |
0277 | GRANULAR BACKFILL | 501(F) 6352 | CY | 4,590.000 | 4,590.000 | 4,590.000 | $40.00 | $0.00 | $183,600.00 | |
0278 | PRESTRESSED CONCRETE BEAMS | 503(A) 6123 | LF | 2,677.000 | 2,677.000 | 2,677.000 | $250.00 | $0.00 | $669,250.00 | |
0279 | (PL)SEAM COVER | 504 6410 | EA | 5.000 | 5.000 | 5.000 | $7,500.00 | $0.00 | $37,500.00 | |
0280 | (PL)PARAPET ORNAMENT | 504 6415 | EA | 11.000 | 11.000 | 11.000 | $3,000.00 | $0.00 | $33,000.00 | |
0281 | (PL)ABUTMENT PYLON | 504 6420 | EA | 4.000 | 4.000 | 4.000 | $42,500.00 | $0.00 | $170,000.00 | |
0282 | (PL)PIER PYLON | 504 6425 | EA | 2.000 | 2.000 | 2.000 | $12,500.00 | $0.00 | $25,000.00 | |
0283 | APPROACH SLAB | 504(A) 1304 | SY | 624.400 | 624.400 | 624.400 | $160.00 | $0.00 | $99,904.00 | |
0284 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 339.700 | 339.700 | 339.700 | $240.00 | $0.00 | $81,528.00 | |
0285 | CONCRETE PARAPET | 504(F) 1381 | LF | 707.100 | 707.100 | 707.100 | $90.00 | $0.00 | $63,639.00 | |
0286 | HANDRAILING | 504(G) 6006 | LF | 521.900 | 521.900 | 521.900 | $100.00 | $0.00 | $52,190.00 | |
0287 | STRUCTURAL STEEL | 506(A) 1322 | LB | 660.000 | 660.000 | 660.000 | $10.00 | $0.00 | $6,600.00 | |
0288 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,278.200 | 1,278.200 | 1,278.200 | $412.50 | $0.00 | $527,257.51 | |
0289 | CLASS A CONCRETE | 509(B) 1328 | CY | 3,297.800 | 3,297.800 | 3,297.800 | $375.00 | $0.00 | $1,236,675.00 | |
0290 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 643,220.000 | 657,897.000 | 657,897.000 | $0.85 | $0.00 | $559,212.46 | |
0291 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 3,567.000 | 3,794.260 | 3,794.260 | $45.00 | $0.00 | $170,741.70 | |
0292 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 3,567.000 | 3,794.260 | 3,794.260 | $12.50 | $0.00 | $47,428.26 | |
0293 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 127.000 | 127.000 | 127.000 | $500.00 | $0.00 | $63,500.00 | |
0294 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 12.000 | 12.000 | 12.000 | $1,000.00 | $0.00 | $12,000.00 | |
0295 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 405.000 | 405.000 | 405.000 | $750.00 | $0.00 | $303,750.00 | |
0296 | DRILLED SHAFTS 96" DIAMETER | 516(A) 6105 | LF | 168.000 | 168.000 | 168.000 | $1,000.00 | $0.00 | $168,000.00 | |
0297 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 183.300 | 183.300 | 183.300 | $5.00 | $0.00 | $916.50 | |
0298 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $200.00 | $0.00 | $400.00 | |
0299 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 35.000 | 35.000 | 35.000 | $1,250.00 | $0.00 | $43,750.00 | |
0300 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 35.000 | 35.000 | 35.000 | $1,250.00 | $0.00 | $43,750.00 | |
0301 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 378.000 | 378.000 | 378.000 | $40.00 | $0.00 | $15,120.00 | |
0302 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 16.000 | 16.000 | 16.000 | $40.00 | $0.00 | $640.00 | |
0303 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 134.000 | 134.000 | 134.000 | $150.00 | $0.00 | $20,100.00 | |
8000 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 2.000 | 2.000 | $8,655.71 | $0.00 | $17,311.42 | |
Subtotals For Category 0201/ROBINSON BRIDGE M-R1 | $0.00 | $4,818,663.85 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0202/RAMP "N" BRIDGE M-R2 | ||||||||
0304 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,030.000 | 2,030.000 | 2,030.000 | $10.00 | $0.00 | $20,300.00 | |
0305 | SELECT BACKFILL | 501(E) 6354 | CY | 580.000 | 580.000 | 580.000 | $10.00 | $0.00 | $5,800.00 | |
0306 | GRANULAR BACKFILL | 501(F) 6352 | CY | 400.000 | 400.000 | 400.000 | $40.00 | $0.00 | $16,000.00 | |
0307 | APPROACH SLAB | 504(A) 1304 | SY | 106.400 | 106.400 | 106.400 | $160.00 | $0.00 | $17,024.00 | |
0308 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 30.000 | 30.000 | 30.000 | $300.00 | $0.00 | $9,000.00 | |
0309 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 405.200 | 405.200 | 405.200 | $90.00 | $0.00 | $36,468.00 | |
0310 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,160.000 | 1,160.000 | 1,160.000 | $10.00 | $0.00 | $11,600.00 | |
0311 | CLASS AA CONCRETE | 509(A) 1326 | CY | 373.300 | 373.300 | 373.300 | $1,000.00 | $0.00 | $373,300.00 | |
0312 | CLASS A CONCRETE | 509(B) 1328 | CY | 591.900 | 591.900 | 591.900 | $600.00 | $0.00 | $355,140.00 | |
0313 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 236,170.000 | 236,170.000 | 236,170.000 | $0.85 | $0.00 | $200,744.50 | |
0314 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 499.000 | 499.940 | 499.940 | $45.00 | $0.00 | $22,497.30 | |
0315 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 499.000 | 499.940 | 499.940 | $12.50 | $0.00 | $6,249.25 | |
0316 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $500.00 | $0.00 | $7,000.00 | |
0317 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 7.000 | 7.000 | 7.000 | $1,000.00 | $0.00 | $7,000.00 | |
0318 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 178.000 | 178.000 | 178.000 | $500.00 | $0.00 | $89,000.00 | |
0319 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 84.000 | 84.000 | 84.000 | $700.00 | $0.00 | $58,800.00 | |
0320 | DRILLED SHAFTS 96" DIAMETER | 516(A) 6105 | LF | 40.000 | 40.000 | 40.000 | $1,000.00 | $0.00 | $40,000.00 | |
0321 | DRILLED SHAFTS 108" DIAMETER | 516(A) 6126 | LF | 5.000 | 5.000 | 5.000 | $2,500.00 | $0.00 | $12,500.00 | |
0322 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 118.400 | 118.400 | 118.400 | $5.00 | $0.00 | $592.00 | |
0323 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $200.00 | $0.00 | $400.00 | |
0324 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 9.000 | 9.000 | 9.000 | $1,000.00 | $0.00 | $9,000.00 | |
0325 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 60.000 | 60.000 | 60.000 | $40.00 | $0.00 | $2,400.00 | |
0326 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 20.000 | 20.000 | 20.000 | $40.00 | $0.00 | $800.00 | |
0327 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 26.000 | 26.000 | 26.000 | $150.00 | $0.00 | $3,900.00 | |
Subtotals For Category 0202/RAMP "N" BRIDGE M-R2 | $0.00 | $1,305,515.05 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0203/SB SHIELDS BRIDGE M-S1(SB) | ||||||||
0328 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,060.000 | 2,060.000 | 2,060.000 | $10.00 | $0.00 | $20,600.00 | |
0329 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 2,607.000 | 2,607.000 | 2,607.000 | $225.00 | $0.00 | $586,575.00 | |
0330 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,278.000 | 1,278.000 | 1,278.000 | $250.00 | $0.00 | $319,500.00 | |
0331 | (PL)SEAM COVER | 504 6410 | EA | 2.000 | 2.000 | 2.000 | $7,500.00 | $0.00 | $15,000.00 | |
0332 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 608.300 | 608.300 | 608.300 | $240.00 | $0.00 | $145,992.00 | |
0333 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 701.200 | 701.200 | 701.200 | $90.00 | $0.00 | $63,108.00 | |
0334 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 328.500 | 328.500 | 328.500 | $20.00 | $0.00 | $6,570.00 | |
0335 | (SP)ELASTOMERIC MORTAR(PATCHING) | 505(E) 6250 | CF | 111.500 | 119.500 | 119.500 | $500.00 | $0.00 | $59,750.00 | |
0336 | STRUCTURAL STEEL | 506(A) 1322 | LB | 6,480.000 | 6,480.000 | 6,480.000 | $3.00 | $0.00 | $19,440.00 | |
0337 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,282.600 | 1,282.600 | 1,282.600 | $412.50 | $0.00 | $529,072.50 | |
0338 | CLASS A CONCRETE | 509(B) 1328 | CY | 649.500 | 649.500 | 649.500 | $600.00 | $0.00 | $389,700.00 | |
0339 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 355,690.000 | 356,691.000 | 356,691.000 | $0.85 | $0.00 | $303,187.35 | |
0340 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 12.000 | 12.000 | 12.000 | $1,000.00 | $0.00 | $12,000.00 | |
0341 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 267.000 | 279.500 | 279.500 | $700.00 | $0.00 | $195,650.00 | |
0342 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 249.000 | 249.000 | 249.000 | $750.00 | $0.00 | $186,750.00 | |
0343 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 120.000 | 54.080 | 54.080 | $50.00 | $0.00 | $2,704.00 | |
0344 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 10.000 | 1.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
0345 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 5.000 | 57.700 | 57.700 | $1,250.00 | $0.00 | $72,125.00 | |
0346 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 186.400 | 186.400 | 186.400 | $5.00 | $0.00 | $932.00 | |
0347 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.500 | 2.500 | 2.500 | $200.00 | $0.00 | $500.00 | |
0348 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 42.000 | 42.000 | 42.000 | $750.00 | $0.00 | $31,500.00 | |
0349 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 52.000 | 52.000 | 52.000 | $750.00 | $0.00 | $39,000.00 | |
0350 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
0351 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2525 | EA | 2.000 | 2.000 | 2.000 | $7,500.00 | $0.00 | $15,000.00 | |
0352 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2530 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0353 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2540 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0354 | (PL)REMOVAL OF BRIDGE ITEM (TYPE E) | 619(B) 2550 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0203/SB SHIELDS BRIDGE M-S1(SB) | $0.00 | $3,144,955.85 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0204/RAMP "K" BRIDGE M-S2 | ||||||||
0355 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,900.000 | 1,900.000 | 1,900.000 | $10.00 | $0.00 | $19,000.00 | |
0356 | SELECT BACKFILL | 501(E) 6354 | CY | 780.000 | 780.000 | 780.000 | $10.00 | $0.00 | $7,800.00 | |
0357 | GRANULAR BACKFILL | 501(F) 6352 | CY | 670.000 | 670.000 | 670.000 | $40.00 | $0.00 | $26,800.00 | |
0358 | APPROACH SLAB | 504(A) 1304 | SY | 180.600 | 180.600 | 180.600 | $160.00 | $0.00 | $28,896.00 | |
0359 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 53.000 | 53.000 | 53.000 | $240.00 | $0.00 | $12,720.00 | |
0360 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 492.400 | 492.400 | 492.400 | $90.00 | $0.00 | $44,316.00 | |
0361 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,980.000 | 1,980.000 | 1,980.000 | $5.00 | $0.00 | $9,900.00 | |
0362 | CLASS AA CONCRETE | 509(A) 1326 | CY | 785.900 | 785.900 | 785.900 | $750.00 | $0.00 | $589,425.00 | |
0363 | CLASS A CONCRETE | 509(B) 1328 | CY | 845.200 | 845.200 | 845.200 | $500.00 | $0.00 | $422,600.00 | |
0364 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 387,260.000 | 412,678.000 | 412,678.000 | $0.85 | $0.00 | $350,776.30 | |
0365 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 673.000 | 677.250 | 677.250 | $45.00 | $0.00 | $30,476.25 | |
0366 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 673.000 | 663.920 | 663.920 | $12.50 | $0.00 | $8,299.00 | |
0367 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 20.000 | 20.000 | 20.000 | $500.00 | $0.00 | $10,000.00 | |
0368 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 6.000 | 6.000 | 6.000 | $1,000.00 | $0.00 | $6,000.00 | |
0369 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 156.000 | 156.000 | 156.000 | $700.00 | $0.00 | $109,200.00 | |
0370 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 76.000 | 76.000 | 76.000 | $750.00 | $0.00 | $57,000.00 | |
0371 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 219.000 | 219.000 | 219.000 | $5.00 | $0.00 | $1,095.00 | |
0372 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 3.000 | $200.00 | $0.00 | $600.00 | |
0373 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 39.000 | 39.000 | 39.000 | $1,000.00 | $0.00 | $39,000.00 | |
0374 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 97.000 | 97.000 | 97.000 | $40.00 | $0.00 | $3,880.00 | |
0375 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 98.000 | 98.000 | 98.000 | $40.00 | $0.00 | $3,920.00 | |
Subtotals For Category 0204/RAMP "K" BRIDGE M-S2 | $0.00 | $1,781,703.55 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0205/RAMP "LL" BRIDGE M-S3 | ||||||||
0376 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,830.000 | 2,830.000 | 2,830.000 | $10.00 | $0.00 | $28,300.00 | |
0377 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,134.000 | 1,134.000 | 1,134.000 | $225.00 | $0.00 | $255,150.00 | |
0378 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 53.700 | 53.700 | 53.700 | $240.00 | $0.00 | $12,888.00 | |
0379 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 194.200 | 194.200 | 194.200 | $90.00 | $0.00 | $17,478.00 | |
0380 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 784.300 | 784.300 | 784.300 | $20.00 | $0.00 | $15,686.00 | |
0381 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,500.000 | 2,500.000 | 2,500.000 | $5.00 | $0.00 | $12,500.00 | |
0382 | CLASS AA CONCRETE | 509(A) 1326 | CY | 593.500 | 593.500 | 593.500 | $450.00 | $0.00 | $267,075.00 | |
0383 | CLASS A CONCRETE | 509(B) 1328 | CY | 689.600 | 689.600 | 689.600 | $550.00 | $0.00 | $379,280.00 | |
0384 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 207,480.000 | 207,480.000 | 207,480.000 | $0.85 | $0.00 | $176,358.00 | |
0385 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 9.000 | 9.000 | 9.000 | $1,000.00 | $0.00 | $9,000.00 | |
0386 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 312.000 | 312.000 | 312.000 | $750.00 | $0.00 | $234,000.00 | |
0387 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $750.00 | $0.00 | $13,500.00 | |
0388 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 18.000 | $750.00 | $0.00 | $13,500.00 | |
0389 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 145.000 | 145.000 | 145.000 | $150.00 | $0.00 | $21,750.00 | |
Subtotals For Category 0205/RAMP "LL" BRIDGE M-S3 | $0.00 | $1,456,465.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0206/RAMP "L" BRIDGE M-S4 | ||||||||
0390 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 6,690.000 | 6,690.000 | 6,690.000 | $10.00 | $0.00 | $66,900.00 | |
0391 | SELECT BACKFILL | 501(E) 6354 | CY | 597.000 | 597.000 | 597.000 | $10.00 | $0.00 | $5,970.00 | |
0392 | GRANULAR BACKFILL | 501(F) 6352 | CY | 30.000 | 30.000 | 30.000 | $100.00 | $0.00 | $3,000.00 | |
0393 | APPROACH SLAB | 504(A) 1304 | SY | 136.100 | 136.100 | 136.100 | $160.00 | $0.00 | $21,776.00 | |
0394 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 41.800 | 41.800 | 41.800 | $250.00 | $0.00 | $10,450.00 | |
0395 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 858.000 | 858.000 | 858.000 | $90.00 | $0.00 | $77,220.00 | |
0396 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,410.000 | 2,410.000 | 2,410.000 | $5.00 | $0.00 | $12,050.00 | |
0397 | CLASS AA CONCRETE | 509(A) 1326 | CY | 878.400 | 975.360 | 975.360 | $750.00 | $0.00 | $731,520.00 | |
0398 | CLASS A CONCRETE | 509(B) 1328 | CY | 824.800 | 824.800 | 824.800 | $575.00 | $0.00 | $474,260.00 | |
0399 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 569,680.000 | 572,326.000 | 572,326.000 | $0.85 | $0.00 | $486,477.11 | |
0400 | (SP)PULSE-ECHO TESTING | 516 6350 | EA | 21.000 | 21.000 | 21.000 | $1,000.00 | $0.00 | $21,000.00 | |
0401 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 319.000 | 319.000 | 319.000 | $500.00 | $0.00 | $159,500.00 | |
0402 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 330.000 | 330.000 | 330.000 | $700.00 | $0.00 | $231,000.00 | |
0403 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 302.600 | 302.600 | 302.600 | $5.00 | $0.00 | $1,513.00 | |
0404 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.800 | 3.800 | 3.800 | $200.00 | $0.00 | $760.00 | |
0405 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 37.000 | 37.000 | 37.000 | $1,000.00 | $0.00 | $37,000.00 | |
0406 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 75.000 | 75.000 | 75.000 | $40.00 | $0.00 | $3,000.00 | |
0407 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 6.000 | 6.000 | 6.000 | $40.00 | $0.00 | $240.00 | |
Subtotals For Category 0206/RAMP "L" BRIDGE M-S4 | $0.00 | $2,343,636.11 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0207/BRIDGE M-V2 | ||||||||
0408 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,140.000 | 2,140.000 | 2,140.000 | $8.00 | $0.00 | $17,120.00 | |
0409 | AGGREGATE BASE | 303 5912 | TON | 315.000 | 315.000 | 315.000 | $29.00 | $0.00 | $9,135.00 | |
0410 | SEPARATOR FABRIC | 325 5271 | SY | 545.000 | 545.000 | 545.000 | $3.00 | $0.00 | $1,635.00 | |
0411 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 380.000 | 380.000 | 380.000 | $14.00 | $0.00 | $5,320.00 | |
0412 | CLASS AA CONCRETE | 509(A) 1326 | CY | 320.200 | 320.200 | 320.200 | $450.00 | $0.00 | $144,090.00 | |
0413 | (PL)PULLING & STOCKPILING SHEET PILING | 510 6381 | LSUM | 1.000 | 1.000 | 1.000 | $65,000.00 | $0.00 | $65,000.00 | |
0414 | REINFORCING STEEL | 511(A) 1332 | LB | 45.710 | 53,020.000 | 53,020.000 | $0.85 | $0.00 | $45,067.00 | |
Subtotals For Category 0207/BRIDGE M-V2 | $0.00 | $287,367.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0210/LEE AVE DRAINAGE STRUC BRIDGE M-O | ||||||||
0415 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 29,540.000 | 29,540.000 | 29,540.000 | $9.00 | $0.00 | $265,860.00 | |
0416 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,272.000 | 1,131.000 | 1,131.000 | $2.25 | $0.00 | $2,544.75 | |
0417 | AGGREGATE BASE | 303 5912 | TON | 1,284.800 | 1,286.460 | 1,286.460 | $29.00 | $0.00 | $37,307.34 | |
0418 | SEPARATOR FABRIC | 325 5271 | SY | 2,180.800 | 2,179.970 | 2,179.970 | $3.00 | $0.00 | $6,539.91 | |
0419 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 1,782.000 | 738.300 | 738.300 | $14.00 | $0.00 | $10,336.20 | |
0420 | CLASS AA CONCRETE | 509(A) 1326 | CY | 2,137.800 | 2,137.800 | 2,137.800 | $320.00 | $0.00 | $684,096.00 | |
0421 | (PL)PULLING & STOCKPILING SHEET PILING | 510 6381 | LSUM | 1.000 | 1.000 | 1.000 | $71,000.00 | $0.00 | $71,000.00 | |
0422 | REINFORCING STEEL | 511(A) 1332 | LB | 348,400.000 | 348,400.000 | 348,400.000 | $0.85 | $0.00 | $296,140.00 | |
0423 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $105,000.00 | $0.00 | $105,000.00 | |
Subtotals For Category 0210/LEE AVE DRAINAGE STRUC BRIDGE M-O | $0.00 | $1,478,824.20 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0300/LIGHTING | ||||||||
0424 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 2,755.000 | 2,465.000 | 2,465.000 | $16.00 | $0.00 | $39,440.00 | |
0425 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 650.000 | 650.000 | 650.000 | $18.50 | $0.00 | $12,025.00 | |
0426 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 3,315.000 | 2,596.000 | 2,596.000 | $5.00 | $0.00 | $12,980.00 | |
0427 | JUNCTION BOX(6" X 6" X 4") | 802(D) 8370 | EA | 11.000 | 19.000 | 19.000 | $440.00 | $0.00 | $8,360.00 | |
0428 | PULL BOX(SIZE I) | 803 8065 | EA | 34.000 | 30.000 | 30.000 | $310.00 | $0.00 | $9,300.00 | |
0429 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 14.500 | 14.500 | 14.500 | $630.00 | $0.00 | $9,135.00 | |
0430 | REINFORCING STEEL | 804(B) 2916 | LB | 835.000 | 835.000 | 835.000 | $1.70 | $0.00 | $1,419.51 | |
0431 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 33.000 | 35.000 | 35.000 | $1,800.00 | $0.00 | $63,000.00 | |
0432 | SERVICE POLE | 810(A) 3118 | EA | 4.000 | 4.000 | 4.000 | $5,800.00 | $0.00 | $23,200.00 | |
0433 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 14,745.000 | 14,545.000 | 14,545.000 | $2.00 | $0.00 | $29,090.00 | |
0434 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 2,970.000 | 2,970.000 | 2,970.000 | $0.65 | $0.00 | $1,930.50 | |
0435 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $925.00 | $0.00 | $925.00 | |
0436 | (PL)TRAFFIC ITEMS(LIGHTING) | 890 7708 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
Subtotals For Category 0300/LIGHTING | $0.00 | $350,805.01 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0301/SIGNING & STRIPING | ||||||||
0437 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.480 | 0.480 | 0.480 | $460.00 | $0.00 | $220.80 | |
0438 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 41.440 | 41.440 | 41.440 | $22.00 | $0.00 | $911.68 | |
0439 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 96.000 | 96.000 | 96.000 | $18.00 | $0.00 | $1,728.00 | |
0440 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 50,455.000 | 49,956.000 | 49,956.000 | $0.80 | $0.00 | $39,964.80 | |
0441 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 35.000 | 23.000 | 23.000 | $95.00 | $0.00 | $2,185.00 | |
0442 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 15.000 | 6.000 | 6.000 | $145.00 | $0.00 | $870.00 | |
0443 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 4,000.000 | 8,755.000 | 8,755.000 | $0.58 | $0.00 | $5,077.90 | |
Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $50,958.18 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0302/TRAFFIC OPERATIONS | ||||||||
0444 | RELOCATION OF PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(G) 4316 | LF | 1,140.000 | 2,570.000 | 2,570.000 | $5.00 | $0.00 | $12,850.00 | |
0445 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 70.000 | 964.000 | 964.000 | $110.00 | $0.00 | $106,040.00 | |
0446 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 100.000 | 3,167.000 | 3,167.000 | $3.40 | $0.00 | $10,767.80 | |
0447 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 100.000 | 4,877.000 | 4,877.000 | $1.15 | $0.00 | $5,608.55 | |
0448 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(ARROWS) | 856(B) 8842 | EA | 1.000 | 0.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
0449 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(WORDS) | 856(B) 8845 | EA | 1.000 | 0.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
0450 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 100.000 | 474.000 | 474.000 | $1.15 | $0.00 | $545.10 | |
0451 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 40.000 | 226.000 | 226.000 | $2.30 | $0.00 | $519.80 | |
0452 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 30.000 | 30.000 | 30.000 | $35.00 | $0.00 | $1,050.00 | |
0453 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 100.000 | 0.000 | 0.000 | $11.50 | $0.00 | $0.00 | |
0454 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 58,560.000 | 53,428.000 | 53,428.000 | $0.35 | $0.00 | $18,699.80 | |
0455 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 57,088.000 | 70,280.000 | 70,280.000 | $0.60 | $0.00 | $42,168.00 | |
0456 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,928.000 | 27,412.000 | 27,412.000 | $1.70 | $0.00 | $46,600.40 | |
0457 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 23,058.000 | 71,780.000 | 71,780.000 | $0.65 | $0.00 | $46,657.00 | |
0458 | WING BARRICADES | 880(C) 8848 | SD | 2,928.000 | 0.000 | 0.000 | $0.35 | $0.00 | $0.00 | |
0459 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 46,116.000 | 169,179.000 | 169,179.000 | $0.14 | $0.00 | $23,685.06 | |
0460 | (PL)TRAFFIC ITEMS(TRAFFIC CONTROL) | 890 7702 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
8001 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 101,541.000 | 101,541.000 | $0.12 | $0.00 | $12,184.92 | |
8002 | DRUMS | 880(F) 8878 | SD | 0.000 | 112,934.000 | 112,934.000 | $0.30 | $0.00 | $33,880.20 | |
8003 | ARROW DISPLAY(TYPE B) | 880(A) 8806 | SD | 0.000 | 563.000 | 563.000 | $5.05 | $0.00 | $2,843.15 | |
8004 | TUBE CHANNELIZERS | 880(G) 8887 | EA | 0.000 | 55.000 | 55.000 | $22.22 | $0.00 | $1,222.10 | |
8065 | DEL.PORT.TYPE PREC. CONCRETE MEDIAN BARR | 627(H) 5856 | LF | 0.000 | 964.000 | 964.000 | $-44.00 | $0.00 | $-42,416.00 | |
Subtotals For Category 0302/TRAFFIC OPERATIONS | $0.00 | $332,905.88 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0600/STAKING | ||||||||
0461 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $350,000.00 | $0.00 | $350,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $350,000.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0640/CONSTRUCTION | ||||||||
0462 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $4.00 | $0.00 | $4.00 | |
0463 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0464 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $2,200,000.00 | $0.00 | $2,200,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $2,220,004.00 | ||||||||
Fed/State Project Number: OKCY-XTWN(003)TI | Project: 17428(22) | Category: 0900/NON-PARTICIPATING | ||||||||
0465 | (PL)RETAINING WALL PYLON | 504 6430 | EA | 116.000 | 110.000 | 110.000 | $2,750.00 | $0.00 | $302,500.00 | |
0466 | RETAINING WALL | 510(A) 6333 | SY | 6,502.000 | 5,957.200 | 5,957.200 | $500.00 | $0.00 | $2,978,600.00 | |
0467 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 466.000 | 466.000 | 466.000 | $50.00 | $0.00 | $23,300.00 | |
8006 | TEMPORARY SILT DIKE | 227 0100 | LF | 0.000 | 40.000 | 40.000 | $7.50 | $0.00 | $300.00 | |
8007 | 6" P.C. CONCRETE PAVEMENT | 414(A) 0258 | SY | 0.000 | 54.000 | 54.000 | $51.95 | $0.00 | $2,805.30 | |
8008 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 0.000 | 1,414.000 | 1,414.000 | $9.98 | $0.00 | $14,111.72 | |
8009 | (PL)PARAPET ORNAMENT | 504 6415 | EA | 0.000 | 30.000 | 30.000 | $2,999.96 | $0.00 | $89,998.80 | |
8010 | CONCRETE PARAPET | 504(F) 1381 | LF | 0.000 | 988.000 | 988.000 | $94.94 | $0.00 | $93,800.72 | |
8011 | HANDRAILING | 504(G) 6006 | LF | 0.000 | 913.000 | 913.000 | $149.96 | $0.00 | $136,913.48 | |
8013 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 158.350 | 158.350 | $499.97 | $0.00 | $79,170.25 | |
8014 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 1.040 | 1.040 | $540.00 | $0.00 | $561.60 | |
8015 | (PL)MSE RETAINING WALL | 510(A) 6341 | SY | 0.000 | 1,522.640 | 1,522.640 | $674.88 | $0.00 | $1,027,599.28 | |
8016 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 29,462.000 | 29,462.000 | $0.89 | $0.00 | $26,221.18 | |
8017 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 0.000 | 35,450.000 | 35,450.000 | $1.05 | $0.00 | $37,222.50 | |
8018 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 0.000 | 1.000 | 1.000 | $2,100.00 | $0.00 | $2,100.00 | |
8019 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 0.000 | 66.000 | 66.000 | $45.00 | $0.00 | $2,970.00 | |
8020 | 1" GALV.STEEL ELECT.COND. EXPOSED | 802(A) 8302 | LF | 0.000 | 400.000 | 400.000 | $13.40 | $0.00 | $5,360.00 | |
8021 | 2" GALV.STEEL ELECT.COND. EXPOSED | 802(A) 8310 | LF | 0.000 | 850.000 | 850.000 | $16.00 | $0.00 | $13,600.00 | |
8022 | JUNCTION BOX(6" X 6" X 4") | 802(D) 8370 | EA | 0.000 | 4.000 | 4.000 | $440.00 | $0.00 | $1,760.00 | |
8023 | UNDERPASS LUMINAIRE | 809(B) 8098 | EA | 0.000 | 6.000 | 6.000 | $736.89 | $0.00 | $4,421.34 | |
8027 | STANDBY COMPENSATION | 104 0110 | DAY | 0.000 | 58.000 | 58.000 | $6,981.35 | $0.00 | $404,918.30 | |
8030 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | -144,108.000 | -144,108.000 | $0.85 | $0.00 | $-122,491.80 | |
8033 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 9,890.000 | 9,890.000 | $5.00 | $0.00 | $49,450.00 | |
8034 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 0.000 | 1,700.000 | 1,700.000 | $33.56 | $0.00 | $57,052.00 | |
8035 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 0.000 | 1,514.000 | 1,514.000 | $19.99 | $0.00 | $30,264.86 | |
8036 | AGGREGATE BASE | 303 0192 | CY | 0.000 | 78.570 | 78.570 | $55.49 | $0.00 | $4,359.85 | |
8037 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 95.000 | 95.000 | $2,405.84 | $0.00 | $228,554.80 | |
8038 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 173.600 | 173.600 | $400.01 | $0.00 | $69,441.74 | |
8039 | 1/C NO.10 ELECT.COND. | 811 8044 | LF | 0.000 | 860.000 | 860.000 | $1.16 | $0.00 | $997.60 | |
8041 | (PL)REMOVAL OF WATER LINE | 619(B) 7220 | LF | 0.000 | 300.000 | 300.000 | $6.00 | $0.00 | $1,800.00 | |
8042 | GRANULAR BACKFILL | 501(F) 6352 | CY | 0.000 | 523.000 | 523.000 | $49.00 | $0.00 | $25,627.00 | |
8043 | DISINFECTION AND TESTING | 612(M) 4819 | LSUM | 0.000 | 1.000 | 1.000 | $125.00 | $0.00 | $125.00 | |
8044 | 6" PLUG | 616 0108 | EA | 0.000 | 1.000 | 1.000 | $86.00 | $0.00 | $86.00 | |
8045 | 12" PLUG | 616 0118 | EA | 0.000 | 2.000 | 2.000 | $150.00 | $0.00 | $300.00 | |
8046 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5830 | LF | 0.000 | 60.000 | 60.000 | $106.00 | $0.00 | $6,360.00 | |
8047 | 6" DUCTILE IRON PIPE W/POLYETHYLENE ENCA | 616(A) 6010 | LF | 0.000 | 490.000 | 490.000 | $86.00 | $0.00 | $42,140.00 | |
8048 | 12" DUCTILE IRON PIPE W/POLYETHYLENE ENC | 616(A) 6030 | LF | 0.000 | 70.000 | 70.000 | $100.00 | $0.00 | $7,000.00 | |
8049 | 6" GATE VALVE | 616(D) 1070 | EA | 0.000 | 4.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
8050 | 12" GATE VALVE | 616(D) 1100 | EA | 0.000 | 2.000 | 2.000 | $1,900.00 | $0.00 | $3,800.00 | |
8051 | FIRE HYDRANTS | 616(G) 1192 | EA | 0.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
8052 | REMOVAL OF FIRE HYDRANT | 619(B) 5949 | EA | 0.000 | 1.000 | 1.000 | $310.00 | $0.00 | $310.00 | |
8053 | 12" SOLID SLEEVE | 616(I) 0024 | EA | 0.000 | 79.000 | 79.000 | $1.05 | $0.00 | $82.95 | |
8054 | 12" 45 DEGREE FITTING | 616(K) 0047 | EA | 0.000 | 1,176.000 | 1,176.000 | $1.05 | $0.00 | $1,234.80 | |
8055 | 12" X 12" X 12" TEE | 616(J) 0040 | EA | 0.000 | 160.000 | 160.000 | $1.05 | $0.00 | $168.00 | |
8056 | (PL)12" MECHANICAL JOINT RESTRAINT | 616 5110 | EA | 0.000 | 32.000 | 32.000 | $115.50 | $0.00 | $3,696.00 | |
8057 | 12" X 6" REDUCER | 616(L) 0081 | EA | 0.000 | 60.000 | 60.000 | $1.05 | $0.00 | $63.00 | |
8058 | 6" 45 DEGREE FITTING | 616(D) 7032 | EA | 0.000 | 528.000 | 528.000 | $1.05 | $0.00 | $554.40 | |
8059 | 6" X 6" X 6" TEE | 616(J) 0022 | EA | 0.000 | 56.000 | 56.000 | $1.05 | $0.00 | $58.80 | |
8060 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 2.000 | 2.000 | $210.00 | $0.00 | $420.00 | |
8061 | (PL)6" MECHANICAL JOINT RESTRAINT | 616 5100 | EA | 0.000 | 29.000 | 29.000 | $47.25 | $0.00 | $1,370.25 | |
8062 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 0.000 | 8.000 | 8.000 | $210.00 | $0.00 | $1,680.00 | |
8063 | SERVICE CONNECTION (SHORT) | 616(N) 0090 | EA | 0.000 | 2.000 | 2.000 | $525.00 | $0.00 | $1,050.00 | |
8064 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $4,200.00 | $0.00 | $4,200.00 | |
8066 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $115,000.00 | $0.00 | $115,000.00 | |
8071 | CONSTRUCTION MISCELLANEOUS | 104 0400 | SF | 0.000 | 748.000 | 748.000 | $87.93 | $0.00 | $65,771.64 | |
Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $5,856,761.36 | ||||||||
Subtotals For Project OKCY-XTWN(003)TI /17428(22) | $0.00 | $67,917,144.26 |