Contract ID: | 120024 | Estimate Number: | 0029 , Final | Spec Year: | 2009 | |||
Primary JP: | 17428(81) | Residency: | EDMOND (04400) | Contract No: | 710921 | |||
Date Created: | 03/13/2015 | Contractor FEI: | 730764097A | Account No: | 400400 |
Project Number(s): | IMY-XTWN(074) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE I-40: WEST CONNECTION FROM EAST OF AGNEW AVENUE TO PENNSYLVANIA AVENUE. PROJECT LENGTH = 0.382 MILE. | ||||||||
Primary County: | OKLAHOMA | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | Time Charged: | 274.00 | ||||||
5601 S. 122ND E. AVE. | Time Allowed: | 287.00 | |||||||
TULSA , OK 74146 | Percent Time: | 95.47 % |
Paid To Date: | $9,249,592.79 | Payable This Statement: | $10,830.27 |
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. |
MANHATTAN ROAD & BRIDGE COMPANY |
_________________________________________________ |
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: | 120024 | Estimate Number: | 0029 | Contract No: | 710921 | |||
Residency: | EDMOND (04400) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | IMY-XTWN(074) | ||||||||||||
Primary Job Piece No: | 17428(81) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE I-40: WEST CONNECTION FROM EAST OF AGNEW AVENUE TO PENNSYLVANIA AVENUE. PROJECT LENGTH = 0.382 MILE. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 01/19/2012 | NTP Effective Date: | 04/09/2012 | Pay Period: | 07/01/2014 TO 01/05/2015 |
Date Awarded: | 02/06/2012 | Date Work Began: | 01/14/2013 | Original Contract Time: | 240 |
Date Contract Executed: | 02/22/2012 | Date Time Stopped: | 06/22/2014 | Current Time Charged: | 274.00 |
Date NTP Issued: | 03/06/2012 | Completion Date: | 06/22/2014 | Current Time Allowed: | 287.00 |
General Liability Expires: | 10/01/2015 | Workman's Comp Expires: | 10/01/2015 | Percent Time Used: | 95.47 % |
Specification Year: | 2009 | ||||
Bid Amount: | $9,162,185.05 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $9,354,403.10 | Participating: | $9,166,656.34 | $9,175,922.61 | $-9,266.27 | ||
Percent Complete: | 98.88 % | Non Participating: | $90,433.63 | $70,337.08 | $20,096.55 | ||
Unearned Balance: | $104,810.31 | Total Earnings: | $9,257,089.97 | $9,246,259.69 | $10,830.28 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $9,257,089.97 | $9,246,259.69 | $10,830.28 | ||||
Other Adjustments: | $742,502.82 | $742,502.83 | $-0.01 | ||||
Liq Dam/Disincentive: | $-750,000.00 | $-750,000.00 | $0.00 | ||||
TOTAL: | $9,249,592.79 | $9,238,762.52 | $10,830.27 |
Contract ID: | 120024 | Estimate Number: | 0029 | Primary JP: | 17428(81) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Removal of Asphalt Pavement | Approved | 06/18/2012 | 0.0 | $-2,496.00 |
002 | Asphalt - Reno Repair | Approved | 03/05/2013 | 0.0 | $124,357.23 |
003 | Bridge Smoothness | Approved | 09/09/2013 | 0.0 | $17,837.61 |
004 | 4" Sidewalk and Anti Theft Pull Box Covers | Approved | 01/06/2014 | 0.0 | $16,697.21 |
005 | Time Charges | Approved | 03/24/2014 | 128.0 | $0.00 |
006 | Reno Street Repairs & SP Deduction | Approved | 11/03/2014 | 0.0 | $17,800.00 |
007 | Piling Splices | Approved | 11/03/2014 | 0.0 | $15,526.00 |
008 | Final Quantities | Approved | 12/12/2014 | 0.0 | $-94,817.15 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(81) | 0034 | Reinforcing Steel | Stockpiled Material Adjustment | 0004 | $-5,871.36 |
17428(81) | 0034 | Reinforcing Steel | Stockpiled Material Initial Payment | 0002 | $9,410.17 |
17428(81) | 0034 | Reinforcing Steel | Stockpiled Material Adjustment | 0003 | $-3,538.81 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Initial Payment | 0005 | $148,059.68 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Adjustment | 0008 | $-47,599.63 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Adjustment | 0006 | $-47,916.55 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Adjustment | 0008 | $-121,395.85 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Initial Payment | 0005 | $95,516.18 |
17428(81) | 0046 | Type IV Beams | Stockpiled Material Adjustment | 0011 | $-26,663.83 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Adjustment | 0008 | $-2,108.13 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Initial Payment | 0006 | $52,002.24 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Initial Payment | 0006 | $103,887.22 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Adjustment | 0008 | $-84,320.92 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Adjustment | 0008 | $-52,002.24 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Initial Payment | 0007 | $84,320.92 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Adjustment | 0006 | $-101,779.09 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $93,853.85 |
17428(81) | 0047 | Type J Beams | Stockpiled Material Adjustment | 0006 | $-93,853.85 |
17428(81) | 0048 | Seam Cover | Stockpiled Material Adjustment | 0005 | $-7,745.56 |
17428(81) | 0048 | Seam Cover | Stockpiled Material Initial Payment | 0002 | $7,745.56 |
17428(81) | 0049 | Approach Slab #1 Epoxy | Stockpiled Material Adjustment | 0014 | $-10,378.55 |
17428(81) | 0049 | Approach Slab #1 Epoxy | Stockpiled Material Initial Payment | 0006 | $9,292.28 |
17428(81) | 0049 | Approach Slab #1 Epoxy | Stockpiled Material Initial Payment | 0007 | $10,378.55 |
17428(81) | 0049 | Approach Slab #1 Epoxy | Stockpiled Material Adjustment | 0012 | $-9,292.28 |
17428(81) | 0052 | Epoxy ReBar | Stockpiled Material Initial Payment | 0006 | $21,942.81 |
17428(81) | 0052 | Epoxy ReBar | Stockpiled Material Adjustment | 0015 | $-6,241.72 |
17428(81) | 0052 | Epoxy ReBar | Stockpiled Material Adjustment | 0014 | $-3,039.90 |
17428(81) | 0052 | Epoxy ReBar | Stockpiled Material Adjustment | 0014 | $-10,006.22 |
17428(81) | 0052 | Epoxy ReBar | Stockpiled Material Adjustment | 0013 | $-11,936.59 |
17428(81) | 0052 | Epoxy ReBar | Stockpiled Material Initial Payment | 0007 | $9,281.62 |
17428(81) | 0055 | Anchor Bolts | Stockpiled Material Initial Payment | 0001 | $20,469.99 |
17428(81) | 0055 | Anchor Bolts | Stockpiled Material Adjustment | 0005 | $-20,469.99 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $20,370.59 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0006 | $-22,898.33 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0004 | $-60.69 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0002 | $25,993.52 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0002 | $20,338.84 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0002 | $-25,932.83 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0002 | $-20,338.84 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-4,546.29 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-28,010.25 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-26,253.88 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-12,101.99 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-27,704.98 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-6,618.85 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $24,007.14 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $26,253.88 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $27,862.17 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0013 | $-21,243.32 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0013 | $-24,007.14 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0013 | $-20,370.59 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $27,444.62 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $28,010.25 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $27,704.98 |
17428(81) | 0060 | epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0006 | $12,101.99 |
17428(81) | 0064 | Stockpiled Material Adjustment | 0028 | $-0.01 | |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-9,114.87 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-18,490.18 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $9,114.87 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $18,490.18 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0002 | $-22,656.92 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0002 | $-6,510.62 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $22,656.92 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $8,854.45 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $21,354.85 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Initial Payment | 0002 | $19,011.03 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-2,343.82 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-21,354.85 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-17,188.05 |
17428(81) | 0064 | DRilled Shaft Steel | Stockpiled Material Adjustment | 0005 | $-1,822.98 |
17428(81) | 0069 | Fence Materials | Stockpiled Material Closure | 0024 | $-1,146.89 |
17428(81) | 0069 | Fence Materials | Stockpiled Material Closure | 0024 | $-16,895.99 |
17428(81) | 0069 | Fence Materials | Stockpiled Material Initial Payment | 0010 | $1,146.89 |
17428(81) | 0069 | Fence Materials | Stockpiled Material Initial Payment | 0010 | $2,023.40 |
17428(81) | 0069 | Fence Materials | Stockpiled Material Initial Payment | 0010 | $16,895.99 |
17428(81) | 0069 | Fence Materials | Stockpiled Material Adjustment | 0021 | $-2,023.40 |
17428(81) | 0072 | Type IV Beam | Stockpiled Material Initial Payment | 0005 | $15,457.76 |
17428(81) | 0072 | Type IV Beam | Stockpiled Material Adjustment | 0010 | $-11,744.69 |
17428(81) | 0072 | Type IV Beam | Stockpiled Material Initial Payment | 0005 | $134,265.50 |
17428(81) | 0072 | Type IV Beam | Stockpiled Material Adjustment | 0008 | $-122,520.81 |
17428(81) | 0072 | Type IV Beam | Stockpiled Material Adjustment | 0010 | $-15,457.76 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $35,310.41 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $134,468.68 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $33,999.99 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0005 | $-34,000.00 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0005 | $-67,999.99 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0005 | $-33,999.99 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Initial Payment | 0005 | $67,999.99 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0009 | $-19.09 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0008 | $-35,291.32 |
17428(81) | 0073 | Type J Beams | Stockpiled Material Adjustment | 0008 | $-100,468.68 |
17428(81) | 0074 | Seam Cover | Stockpiled Material Initial Payment | 0002 | $6,196.44 |
17428(81) | 0074 | Seam Cover | Stockpiled Material Adjustment | 0005 | $-6,196.44 |
17428(81) | 0075 | Approach Slab Epoxy ReBar | Stockpiled Material Adjustment | 0012 | $-9,595.12 |
17428(81) | 0075 | Approach Slab Epoxy ReBar | Stockpiled Material Initial Payment | 0006 | $9,595.12 |
17428(81) | 0078 | Epoxy ReBar | Stockpiled Material Adjustment | 0012 | $-8,897.62 |
17428(81) | 0078 | Epoxy ReBar | Stockpiled Material Adjustment | 0011 | $-13,494.84 |
17428(81) | 0078 | Epoxy ReBar | Stockpiled Material Initial Payment | 0007 | $22,392.46 |
17428(81) | 0081 | Anchor Bolt | Stockpiled Material Adjustment | 0005 | $-14,029.99 |
17428(81) | 0081 | Anchor Bolt | Stockpiled Material Initial Payment | 0001 | $14,029.99 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0010 | $-17,676.27 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0011 | $-9,985.16 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0011 | $-27,931.35 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0011 | $-8,835.85 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0011 | $-13,025.68 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0001 | $-15,707.62 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $26,142.21 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $25,334.01 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $26,885.83 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0001 | $210.90 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0002 | $-5,849.46 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $19,500.30 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $28,414.58 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $6,175.47 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0002 | $20,661.91 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0004 | $-4,585.13 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0004 | $-25,334.01 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0004 | $-9,638.02 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-17,247.81 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-210.90 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-19,500.30 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0005 | $-27,447.20 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $27,054.38 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $28,359.36 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $27,661.43 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0005 | $27,931.35 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0006 | $-967.38 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0006 | $-6,175.47 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0006 | $-14,540.11 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0006 | $8,835.85 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Initial Payment | 0006 | $13,025.68 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0010 | $-6,121.80 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0010 | $-27,054.38 |
17428(81) | 0085 | Epoxy Coated Steel | Stockpiled Material Adjustment | 0010 | $-28,359.36 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-16,351.06 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0001 | $-12,165.20 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $16,351.06 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $30,347.59 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $15,435.41 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0006 | $-915.66 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-18,182.39 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0003 | $-7,979.32 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0005 | $-7,456.09 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Adjustment | 0005 | $-19,752.10 |
17428(81) | 0088 | Drilled Shaft Steel | Stockpiled Material Initial Payment | 0001 | $20,667.76 |
17428(81) | 0110 | Extruded Alum. Signs | Stockpiled Material Initial Payment | 0025 | $1,071.94 |
17428(81) | 0110 | Extruded Alum. Signs | Stockpiled Material Adjustment | 0028 | $-1,071.94 |
17428(81) | 0111 | Extruded Alum Overhead Signs | Stockpiled Material Adjustment | 0027 | $-5,160.63 |
17428(81) | 0111 | Extruded Alum Overhead Signs | Stockpiled Material Initial Payment | 0025 | $5,160.63 |
17428(81) | 0141 | High Mast Pole | Stockpiled Material Adjustment | 0015 | $-13,500.00 |
17428(81) | 0141 | High Mast Pole | Stockpiled Material Initial Payment | 0007 | $13,500.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0015 | --11 | $2,000.00 | $-22,000.00 |
System Application of Liquidated Damages | 0016 | --16 | $2,000.00 | $-32,000.00 |
System Application of Liquidated Damages | 0017 | --7.0 | $2,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0028 | -34.0 | $2,000.00 | $68,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0012 | $60,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0013 | $150,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0014 | $150,000.00 |
LD Adjustment (Prog. Est. Only) | 0015 | $22,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0015 | $150,000.00 |
LD Adjustment (Prog. Est. Only) | 0016 | $32,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0016 | $160,000.00 |
LD Adjustment (Prog. Est. Only) | 0025 | $14,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0025 | $80,000.00 |
LD Adjustment (Prog. Est. Only) | 0028 | $-68,000.00 |
Round Error Correction (Final Est. Only) | 0029 | $-0.01 | Subtotals For Contract Adjustments | $749,999.99 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17428(81) | 0057 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0007 | 1.00 | $-424.00 | $-424.00 |
17428(81) | 8004 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0021 | -58.51 | $120.88 | $-7,073.17 | Subtotals For Line Item Adjustments | $-7,497.17 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 04/08/2012 | 01/08/2013 | 281.00 DYS | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0012 | $-60,000.00 |
01 | System Application of Disincentive Adj | 0013 | $-150,000.00 |
01 | System Application of Disincentive Adj | 0014 | $-150,000.00 |
01 | System Application of Disincentive Adj | 0015 | $-150,000.00 |
01 | System Application of Disincentive Adj | 0016 | $-160,000.00 |
01 | System Application of Disincentive Adj | 0017 | $-80,000.00 | Subtotals For Milestones | $-750,000.00 |
Contract ID: | 120024 | Estimate Number: | 0029 | Primary JP: | 17428(81) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 27,373.000 | 27,373.000 | 27,373.000 | $3.75 | $0.00 | $102,648.75 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,000.000 | 0.000 | 0.000 | $12.50 | $0.00 | $0.00 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,200.000 | 2,403.000 | 2,403.000 | $1.60 | $0.00 | $3,844.80 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 3.000 | 2.000 | 2.000 | $100.00 | $0.00 | $200.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 200.000 | 8.000 | 8.000 | $6.50 | $0.00 | $52.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 18,100.000 | 48,385.740 | -0.060 | 48,385.740 | $1.25 | $-0.08 | $60,482.19 |
0008 | MOWING | 241 2832 | AC | 7.500 | 2.290 | 2.290 | $55.00 | $0.00 | $125.95 | |
0009 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 7,945.000 | 7,945.000 | 7,945.000 | $5.00 | $0.00 | $39,725.00 | |
0010 | CEMENT TREATED BASE | 317 4270 | SY | 7,385.000 | 7,385.000 | 7,385.000 | $10.00 | $0.00 | $73,850.00 | |
0011 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 3,359.000 | 3,359.000 | 3,359.000 | $11.00 | $0.00 | $36,949.00 | |
0012 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 3,545.000 | 3,545.000 | 3,545.000 | $15.00 | $0.00 | $53,175.00 | |
0013 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 2,014.000 | 2,014.000 | 2,014.000 | $90.00 | $0.00 | $181,260.00 | |
0014 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 2,914.000 | 2,914.000 | 2,914.000 | $55.00 | $0.00 | $160,270.00 | |
0015 | HANDRAILING | 504(F) 6006 | LF | 123.000 | 123.000 | 123.000 | $55.00 | $0.00 | $6,765.00 | |
0016 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 23,594.000 | 23,594.000 | 23,594.000 | $14.50 | $0.00 | $342,113.00 | |
0017 | CLASS A CONCRETE | 509(B) 0321 | CY | 54.000 | 53.700 | -0.300 | 53.700 | $250.00 | $-75.00 | $13,425.00 |
0018 | CLASS C CONCRETE | 509(D) 0325 | CY | 59.000 | 42.690 | 42.690 | $250.00 | $0.00 | $10,672.50 | |
0019 | REINFORCING STEEL | 511(A) 0332 | LB | 300.000 | 7,080.220 | -808.780 | 7,080.220 | $1.00 | $-808.78 | $7,080.22 |
0020 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 160.000 | 176.800 | -936.000 | 176.800 | $15.00 | $-14,040.00 | $2,652.00 |
0021 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 1,945.000 | 2,056.070 | 2,056.070 | $38.50 | $0.00 | $79,158.70 | |
0022 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0023 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 324.000 | 328.000 | -128.000 | 328.000 | $45.00 | $-5,760.00 | $14,760.00 |
0024 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 2.000 | 2.000 | 2.000 | $550.00 | $0.00 | $1,100.00 | |
0025 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 2,350.000 | 2,350.000 | 2,350.000 | $3.00 | $0.00 | $7,050.00 | |
0026 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 7.000 | 7.000 | 7.000 | $675.00 | $0.00 | $4,725.00 | |
0027 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 12,354.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0028 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 745.000 | 745.000 | 745.000 | $7.00 | $0.00 | $5,215.00 | |
0029 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 45.000 | 45.000 | 45.000 | $10.00 | $0.00 | $450.00 | |
0030 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 334.000 | 334.000 | 334.000 | $15.00 | $0.00 | $5,010.00 | |
0031 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 1,270.000 | 1,270.000 | 1,270.000 | $25.00 | $0.00 | $31,750.00 | |
8001 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 13,048.820 | -99.580 | 13,048.820 | $3.91 | $-389.36 | $51,020.88 |
8011 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 0.000 | 47.450 | 47.450 | $68.81 | $0.00 | $3,265.03 | |
Subtotals For Category 0100/ROADWAY | $-21,073.22 | $1,312,795.02 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0101/RETAINING WALLS | ||||||||
0032 | AGGREGATE BASE TYPE C | 303(C) 2130 | CY | 50.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0033 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 200.000 | 200.000 | 200.000 | $10.00 | $0.00 | $2,000.00 | |
0034 | RETAINING WALL | 510(A) 6333 | SY | 223.500 | 223.500 | 223.500 | $525.00 | $0.00 | $117,337.50 | |
0035 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 417.000 | 486.500 | 0.080 | 486.500 | $37.50 | $3.00 | $18,243.75 |
0036 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 655.000 | 775.150 | 775.150 | $47.50 | $0.00 | $36,819.63 | |
0037 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 417.000 | 486.500 | 0.280 | 486.500 | $10.00 | $2.80 | $4,865.00 |
0038 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 655.000 | 775.150 | 775.150 | $10.00 | $0.00 | $7,751.50 | |
0039 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 123.000 | 123.000 | 123.000 | $20.00 | $0.00 | $2,460.00 | |
8015 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 30.000 | 30.000 | 30.000 | $400.00 | $12,000.00 | $12,000.00 |
Subtotals For Category 0101/RETAINING WALLS | $12,005.80 | $201,477.38 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0110/WATERLINE PAY ITEMS | ||||||||
0040 | 20" DUCTILE IRON PIPE | 616(A) 5130 | LF | 163.000 | 0.000 | 0.000 | $262.50 | $0.00 | $0.00 | |
0041 | 20" VALVES (TAPPING) | 616(D) 0870 | EA | 2.000 | 0.000 | 0.000 | $15,500.00 | $0.00 | $0.00 | |
0042 | 20" X 20" TAPPING SLEEVE | 616(D) 7018 | EA | 2.000 | 0.000 | 0.000 | $15,500.00 | $0.00 | $0.00 | |
0043 | FITTINGS | 616(O) 0100 | EA | 6.000 | 0.000 | 0.000 | $2,625.00 | $0.00 | $0.00 | |
Subtotals For Category 0110/WATERLINE PAY ITEMS | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0200/BRIDGE 'M-F' | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 299.000 | 1,285.000 | 1,285.000 | $25.00 | $0.00 | $32,125.00 | |
0045 | CLSM BACKFILL | 501(G) 6309 | CY | 346.000 | 346.000 | 346.000 | $115.00 | $0.00 | $39,790.00 | |
0046 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,785.600 | 1,785.600 | 1,785.600 | $175.00 | $0.00 | $312,480.00 | |
0047 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 2,450.200 | 2,450.200 | 2,450.200 | $175.00 | $0.00 | $428,785.00 | |
0048 | SEAM COVER | 504 6410 | EA | 20.000 | 20.000 | 20.000 | $2,500.00 | $0.00 | $50,000.00 | |
0049 | APPROACH SLAB | 504(A) 1304 | SY | 467.200 | 467.200 | 467.200 | $145.00 | $0.00 | $67,744.00 | |
0050 | SAW-CUT GROOVING | 504(B) 1305 | SY | 4,955.400 | 4,955.400 | 4,955.400 | $4.50 | $0.00 | $22,299.30 | |
0051 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 229.200 | 229.200 | 229.200 | $215.00 | $0.00 | $49,278.00 | |
0052 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 2,347.500 | 2,347.500 | 2,347.500 | $57.50 | $0.00 | $134,981.25 | |
0053 | STRUCTURAL STEEL | 506(A) 1322 | LB | 10,650.000 | 10,650.000 | 10,650.000 | $2.00 | $0.00 | $21,300.00 | |
0054 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 40.000 | 40.000 | 40.000 | $2,500.00 | $0.00 | $100,000.00 | |
0055 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 48.000 | 48.000 | 48.000 | $2,500.00 | $0.00 | $120,000.00 | |
0056 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,371.900 | 1,371.900 | 1,371.900 | $400.00 | $0.00 | $548,760.00 | |
0057 | CLASS A CONCRETE | 509(B) 1328 | CY | 2,231.200 | 2,231.200 | 2,231.200 | $400.00 | $0.00 | $892,480.00 | |
0058 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,245.000 | 2,245.000 | 2,245.000 | $75.00 | $0.00 | $168,375.00 | |
0059 | REINFORCING STEEL | 511(A) 1332 | LB | 700.000 | 700.000 | 700.000 | $1.00 | $0.00 | $700.00 | |
0060 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 717,500.000 | 717,500.000 | 717,500.000 | $0.85 | $0.00 | $609,875.00 | |
0061 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,639.000 | 1,639.000 | 1,639.000 | $35.00 | $0.00 | $57,365.00 | |
0062 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,639.000 | 1,625.560 | 1,625.560 | $10.00 | $0.00 | $16,255.60 | |
0063 | (PL)PILOT HOLES | 514(K) 6260 | LF | 56.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0064 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 1,064.000 | 1,064.000 | 1,064.000 | $500.00 | $0.00 | $532,000.00 | |
0065 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 221.300 | 221.300 | 221.300 | $5.00 | $0.00 | $1,106.50 | |
0066 | SEALER RESIN | 523(B) 6560 | GAL | 2.400 | 2.400 | 2.400 | $200.00 | $0.00 | $480.00 | |
0067 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 412.000 | 412.000 | 412.000 | $20.00 | $0.00 | $8,240.00 | |
0068 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 120.000 | 126.000 | 126.000 | $15.00 | $0.00 | $1,890.00 | |
0069 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 248.600 | 248.600 | 248.600 | $155.00 | $0.00 | $38,533.00 | |
8005 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $4,888.98 | $0.00 | $4,888.98 | |
8016 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 1.000 | 1.000 | 1.000 | $400.00 | $400.00 | $400.00 |
Subtotals For Category 0200/BRIDGE 'M-F' | $400.00 | $4,260,131.63 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0201/'BRIDGE 'M-G' | ||||||||
0070 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 145.000 | 860.000 | 860.000 | $25.00 | $0.00 | $21,500.00 | |
0071 | CLSM BACKFILL | 501(G) 6309 | CY | 155.200 | 155.200 | 155.200 | $115.00 | $0.00 | $17,848.00 | |
0072 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,098.000 | 1,098.000 | 1,098.000 | $175.00 | $0.00 | $192,150.00 | |
0073 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,993.100 | 1,993.100 | 1,993.100 | $175.00 | $0.00 | $348,792.50 | |
0074 | SEAM COVER | 504 6410 | EA | 16.000 | 16.000 | 16.000 | $2,500.00 | $0.00 | $40,000.00 | |
0075 | APPROACH SLAB | 504(A) 1304 | SY | 227.600 | 227.600 | 227.600 | $145.00 | $0.00 | $33,002.00 | |
0076 | SAW-CUT GROOVING | 504(B) 1305 | SY | 3,504.000 | 3,504.000 | 3,504.000 | $4.50 | $0.00 | $15,768.00 | |
0077 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 127.100 | 127.100 | 127.100 | $215.00 | $0.00 | $27,326.50 | |
0078 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 1,659.600 | 1,659.600 | 1,659.600 | $57.50 | $0.00 | $95,427.00 | |
0079 | STRUCTURAL STEEL | 506(A) 1322 | LB | 7,650.000 | 7,650.000 | 7,650.000 | $2.00 | $0.00 | $15,300.00 | |
0080 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 28.000 | 28.000 | 28.000 | $2,650.00 | $0.00 | $74,200.00 | |
0081 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 36.000 | 36.000 | 36.000 | $2,650.00 | $0.00 | $95,400.00 | |
0082 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,000.800 | 1,000.800 | 1,000.800 | $400.00 | $0.00 | $400,320.00 | |
0083 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,414.900 | 1,414.900 | 1,414.900 | $400.00 | $0.00 | $565,960.00 | |
0084 | REINFORCING STEEL | 511(A) 1332 | LB | 490.000 | 490.000 | 490.000 | $1.00 | $0.00 | $490.00 | |
0085 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 471,750.000 | 471,750.000 | 471,750.000 | $0.85 | $0.00 | $400,987.50 | |
0086 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 616.500 | 704.990 | 704.990 | $35.00 | $0.00 | $24,674.65 | |
0087 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 616.500 | 704.990 | 704.990 | $10.00 | $0.00 | $7,049.90 | |
0088 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 738.000 | 738.000 | 738.000 | $500.00 | $0.00 | $369,000.00 | |
0089 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 170.400 | 170.400 | 170.400 | $5.00 | $0.00 | $852.00 | |
0090 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 1.800 | $200.00 | $0.00 | $360.00 | |
0091 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 56.000 | 56.000 | 56.000 | $20.00 | $0.00 | $1,120.00 | |
0092 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 30.000 | 57.000 | 57.000 | $15.00 | $0.00 | $855.00 | |
0093 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 244.700 | 244.700 | 244.700 | $155.00 | $0.00 | $37,928.50 | |
8006 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $12,948.63 | $0.00 | $12,948.63 | |
8017 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 6.000 | 6.000 | 6.000 | $400.00 | $2,400.00 | $2,400.00 |
8018 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $726.00 | $726.00 | $726.00 |
Subtotals For Category 0201/'BRIDGE 'M-G' | $3,126.00 | $2,802,386.18 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0300/TRAFFIC TEMPORARY | ||||||||
0094 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 500.000 | 187.500 | 187.500 | $2.00 | $0.00 | $375.00 | |
0095 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 420.000 | 0.000 | 0.000 | $5.26 | $0.00 | $0.00 | |
0096 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,000.000 | 0.000 | 0.000 | $0.26 | $0.00 | $0.00 | |
0097 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,410.000 | 2,007.000 | 2,007.000 | $0.53 | $0.00 | $1,063.71 | |
0098 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 840.000 | 3,858.000 | 3,858.000 | $4.21 | $0.00 | $16,242.18 | |
0099 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,260.000 | 2,029.000 | 2,029.000 | $0.53 | $0.00 | $1,075.37 | |
0100 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,520.000 | 7,898.000 | 7,898.000 | $0.26 | $0.00 | $2,053.48 | |
0101 | DRUMS | 880(F) 8878 | SD | 7,980.000 | 6,680.000 | 6,680.000 | $0.26 | $0.00 | $1,736.80 | |
0102 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 420.000 | 2.000 | 2.000 | $21.03 | $0.00 | $42.06 | |
Subtotals For Category 0300/TRAFFIC TEMPORARY | $0.00 | $22,588.60 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0301/TRAFFIC PERMANENT | ||||||||
0103 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 4.050 | 2.900 | 2.900 | $525.65 | $0.00 | $1,524.39 | |
0104 | REINFORCING STEEL | 804(B) 2916 | LB | 564.000 | 404.000 | 404.000 | $2.10 | $0.00 | $848.40 | |
0105 | REMOVAL OF SIGN FOOTING | 805(A) 8700 | EA | 1.000 | 1.000 | 1.000 | $251.57 | $0.00 | $251.57 | |
0106 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 12.000 | 12.000 | 12.000 | $598.42 | $0.00 | $7,181.04 | |
0107 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0108 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 3.000 | 3.000 | 3.000 | $525.65 | $0.00 | $1,576.95 | |
0109 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 176.000 | 96.000 | 96.000 | $14.72 | $0.00 | $1,413.12 | |
0110 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 70.000 | 70.000 | 70.000 | $28.38 | $0.00 | $1,986.60 | |
0111 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 337.000 | 344.000 | 344.000 | $28.38 | $0.00 | $9,762.72 | |
0112 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 35.000 | 33.250 | 33.250 | $36.80 | $0.00 | $1,223.60 | |
0113 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 165.000 | 69.000 | 69.000 | $18.92 | $0.00 | $1,305.48 | |
0114 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 19,675.000 | 0.000 | 0.000 | $0.79 | $0.00 | $0.00 | |
0115 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 310.000 | 15,527.000 | 15,527.000 | $1.05 | $0.00 | $16,303.35 | |
0116 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 460.000 | 1,037.500 | 1,037.500 | $2.10 | $0.00 | $2,178.75 | |
0117 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 2.000 | 0.000 | 0.000 | $262.83 | $0.00 | $0.00 | |
0118 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 11.000 | 3.000 | 3.000 | $157.69 | $0.00 | $473.07 | |
0119 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 2.000 | 2.000 | 2.000 | $23,500.00 | $0.00 | $47,000.00 | |
Subtotals For Category 0301/TRAFFIC PERMANENT | $0.00 | $98,029.04 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0302/TRAFFIC LIGHTING | ||||||||
0120 | CLASS AA CONCRETE | 509(A) 0319 | CY | 18.600 | 18.600 | 18.600 | $600.00 | $0.00 | $11,160.00 | |
0121 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 40.000 | 40.000 | 40.000 | $250.00 | $0.00 | $10,000.00 | |
0122 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 30.000 | 30.000 | 30.000 | $8.41 | $0.00 | $252.30 | |
0123 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 175.000 | 179.000 | 30.000 | 179.000 | $13.51 | $405.30 | $2,418.29 |
0124 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 150.000 | 0.000 | 0.000 | $15.14 | $0.00 | $0.00 | |
0125 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 1,420.000 | 2,357.000 | -197.000 | 2,357.000 | $3.68 | $-724.96 | $8,673.76 |
0126 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 4.000 | 0.000 | 0.000 | $346.93 | $0.00 | $0.00 | |
0127 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 15.000 | 22.000 | 2.000 | 22.000 | $262.82 | $525.64 | $5,782.04 |
0128 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.320 | 2.320 | 2.320 | $551.93 | $0.00 | $1,280.48 | |
0129 | REINFORCING STEEL | 804(B) 2916 | LB | 3,166.000 | 3,165.600 | 3,165.600 | $1.00 | $0.00 | $3,165.60 | |
0130 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 4.000 | 0.000 | -4.000 | 0.000 | $582.73 | $-2,330.92 | $0.00 |
0131 | (PL)REMOVE & RESET LIGHT POLE | 805(D) 8744 | EA | 1.000 | 1.000 | 1.000 | $2,102.58 | $0.00 | $2,102.58 | |
0132 | 40' MTG.HT.POLE & TWIN H.L.MST.ARM(G.STL.) | 806(C) 8929 | EA | 4.000 | 4.000 | 4.000 | $2,806.95 | $0.00 | $11,227.80 | |
0133 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 4.000 | 4.000 | 4.000 | $473.08 | $0.00 | $1,892.32 | |
0134 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 8.000 | 8.000 | 8.000 | $388.98 | $0.00 | $3,111.84 | |
0135 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 6.000 | 6.000 | 6.000 | $483.60 | $0.00 | $2,901.60 | |
0136 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 5.000 | 5.000 | 5.000 | $1,198.47 | $0.00 | $5,992.35 | |
0137 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $6,139.54 | $0.00 | $6,139.54 | |
0138 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 2,300.000 | 4,500.000 | 200.000 | 4,500.000 | $2.10 | $420.00 | $9,450.00 |
0139 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,350.000 | 1,372.000 | -128.000 | 1,372.000 | $0.84 | $-107.52 | $1,152.48 |
0140 | 2/C NO.12 ELECTRICAL CONDUCTOR | 811 8052 | LF | 440.000 | 424.000 | -16.000 | 424.000 | $1.10 | $-17.60 | $466.40 |
0141 | 140' HIGH MAST POLE(G.STL.) | 812 8068 | EA | 1.000 | 1.000 | 1.000 | $20,573.78 | $0.00 | $20,573.78 | |
0142 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 1.000 | 1.000 | 1.000 | $7,359.04 | $0.00 | $7,359.04 | |
8007 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 0.000 | 63.000 | -1.650 | 63.000 | $66.00 | $-108.90 | $4,158.00 |
8008 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 4.000 | 4.000 | $214.39 | $0.00 | $857.56 | |
8009 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 4.000 | 4.000 | $403.17 | $0.00 | $1,612.68 | |
8010 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 0.000 | 295.000 | 9.000 | 295.000 | $23.79 | $214.11 | $7,018.05 |
Subtotals For Category 0302/TRAFFIC LIGHTING | $-1,724.85 | $128,748.49 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0600/STAKING | ||||||||
0143 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $20,000.00 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0640/CONSTRUCTION | ||||||||
0144 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0145 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $250,000.00 | $0.00 | $250,000.00 | |
0146 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $70,000.01 | $0.00 | $70,000.00 | |
8014 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-2,000.00 | $-2,000.00 | $-2,000.00 |
Subtotals For Category 0640/CONSTRUCTION | $-2,000.00 | $320,500.00 | ||||||||
Fed/State Project Number: IMY-XTWN(074) | Project: 17428(81) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8002 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 0.000 | 936.000 | 936.000 | $10.00 | $0.00 | $9,360.00 | |
8003 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 409.410 | 3.000 | 409.410 | $98.85 | $296.55 | $40,470.18 |
8004 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 0.000 | 172.100 | 172.100 | $120.88 | $0.00 | $20,803.45 | |
8012 | 2'-8" COMB.CRB.& GUT.(8" BARRIER) | 609(B) 1526 | LF | 0.000 | 936.000 | 936.000 | 936.000 | $15.00 | $14,040.00 | $14,040.00 |
8013 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 0.000 | 128.000 | 128.000 | 128.000 | $45.00 | $5,760.00 | $5,760.00 |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $20,096.55 | $90,433.63 | ||||||||
Subtotals For Project IMY-XTWN(074) /17428(81) | $10,830.28 | $9,257,089.97 |