Contract ID: | 110205 | Estimate Number: | 0055 , Final | Spec Year: | 2009 | |||
Primary JP: | 26604(04) | Residency: | TULSA (08100) | Contract No: | 611126 | |||
Date Created: | 07/28/2017 | Contractor FEI: | 730764097A | Account No: | 400800 |
Project Number(s): | IM-TIGR(497)SS | ||||||||
Contract Description: | BRIDGE AND APPROACHES I-244: OVER THE ARKANSAS RIVER, IN THE CITY OF TULSA. PROJECT LENGTH = 0.968 MILE. | ||||||||
Primary County: | TULSA | ||||||||
Name of Road: | I-244 | ||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | Time Charged: | 1471.00 | ||||||
5601 S. 122ND E. AVE. | Time Allowed: | 1465.00 | |||||||
TULSA , OK 74146 | Percent Time: | 100.41 % |
Paid To Date: | $62,249,458.79 | Payable This Statement: | $18,550.47 |
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: | 110205 | Estimate Number: | 0055 | Contract No: | 611126 | |||
Residency: | TULSA (08100) | Estimate Type: | Final | Account No: | 400800 | |||
Project Number(s): | IM-TIGR(497)SS | ||||||||||||
Primary Job Piece No: | 26604(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES I-244: OVER THE ARKANSAS RIVER, IN THE CITY OF TULSA. PROJECT LENGTH = 0.968 MILE. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | I-244 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 02/17/2011 | NTP Effective Date: | 06/15/2011 | Pay Period: | 03/23/2017 TO 04/21/2017 |
Date Awarded: | 03/07/2011 | Date Work Began: | 05/13/2011 | Original Contract Time: | 740 |
Date Contract Executed: | 03/16/2011 | Date Time Stopped: | 07/13/2016 | Current Time Charged: | 1471.00 |
Date NTP Issued: | 03/18/2011 | Completion Date: | 07/13/2016 | Current Time Allowed: | 1465.00 |
General Liability Expires: | 10/01/2017 | Workman's Comp Expires: | 10/01/2017 | Percent Time Used: | 100.41 % |
Specification Year: | 2009 | ||||
Bid Amount: | $63,637,567.76 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $64,188,764.35 | Participating: | $61,901,172.96 | $61,901,173.09 | $-0.13 | ||
Percent Complete: | 96.98 % | Non Participating: | $374,707.50 | $374,707.50 | $0.00 | ||
Unearned Balance: | $1,939,305.56 | Total Earnings: | $62,275,880.46 | $62,275,880.59 | $-0.13 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $62,275,880.46 | $62,275,880.59 | $-0.13 | ||||
Other Adjustments: | $-16,421.67 | $-34,972.27 | $18,550.60 | ||||
Liq Dam/Disincentive: | $-10,000.00 | $-10,000.00 | $0.00 | ||||
TOTAL: | $62,249,458.79 | $62,230,908.32 | $18,550.47 |
Contract ID: | 110205 | Estimate Number: | 0055 | Primary JP: | 26604(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Turbidity Curtain Installation and Maintenance | Approved | 01/08/2013 | 0.0 | $91,438.80 |
002 | Galvanization | Approved | 01/08/2013 | 0.0 | $46,134.91 |
003 | Drilled shaft @ pier 1 / utility trough | Approved | 01/08/2013 | 0.0 | $92,567.54 |
004 | PC Beam Deduction | Approved | 01/30/2013 | 0.0 | $-2,875.08 |
005 | Modification of "B" and "C" Bid days and definition | Approved | 01/14/2013 | 38.0 | $0.00 |
006 | Police Traffic Surveillance, From emergency project | Approved | 04/01/2013 | 0.0 | $5,807.50 |
007 | Adjusted quantities due to plan revisions | Approved | 09/09/2014 | 0.0 | $7,019.24 |
008 | C Time Milestone Bonus | Approved | 09/09/2013 | 0.0 | $300,000.00 |
009 | Move items to NHPPIY-244-2(505) | Approved | 10/28/2014 | 0.0 | $-1,790,587.37 |
010 | Deduction for 84" drilled shaft. | Approved | 03/02/2015 | 0.0 | $-45,000.00 |
011 | Contract Time Extension | Approved | 04/14/2016 | 725.0 | $0.00 |
012 | pile splices, obstructuions, joint covers | Approved | 03/07/2017 | 0.0 | $8,228.60 |
013 | Final Quantity Change Order | Approved | 04/10/2017 | 0.0 | $-74,421.53 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26604(04) | 0016 | Stockpiled Material Closure | 0054 | $0.01 | |
26604(04) | 0016 | 15 oz separator fabric | Stockpiled Material Adjustment | 0032 | $-4,717.35 |
26604(04) | 0016 | 15 oz separator fabric | Stockpiled Material Initial Payment | 0004 | $29,147.67 |
26604(04) | 0016 | 15 oz separator fabric | Stockpiled Material Adjustment | 0031 | $-24,430.33 |
26604(04) | 0017 | 6 oz separator fabric | Stockpiled Material Adjustment | 0030 | $-3,228.14 |
26604(04) | 0017 | 6 oz separator fabric | Stockpiled Material Initial Payment | 0004 | $17,189.09 |
26604(04) | 0017 | 6 oz separator fabric | Stockpiled Material Adjustment | 0010 | $-5,396.39 |
26604(04) | 0017 | 6 oz separator fabric | Stockpiled Material Adjustment | 0013 | $-2,897.84 |
26604(04) | 0017 | 6 oz separator fabric | Stockpiled Material Adjustment | 0031 | $-1,426.37 |
26604(04) | 0017 | 6 oz separator fabric | Stockpiled Material Adjustment | 0032 | $-4,240.35 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Initial Payment | 0021 | $17,892.67 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Initial Payment | 0020 | $29,459.75 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Initial Payment | 0003 | $1,363.08 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Adjustment | 0029 | $-57.22 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Closure | 0031 | $-240,826.71 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Closure | 0031 | $-21,035.85 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Closure | 0031 | $-52,326.60 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Closure | 0031 | $-17,892.67 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Closure | 0031 | $-29,459.75 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Closure | 0031 | $-790.88 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Initial Payment | 0030 | $240,826.71 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Adjustment | 0030 | $-57.22 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Adjustment | 0028 | $-343.32 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Initial Payment | 0027 | $21,035.85 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Adjustment | 0027 | $-57.22 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Adjustment | 0026 | $-57.22 |
26604(04) | 0033 | 6"Drain | Stockpiled Material Initial Payment | 0022 | $52,326.60 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Closure | 0031 | $-80,557.20 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Initial Payment | 0021 | $80,557.20 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Initial Payment | 0030 | $22,124.99 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Adjustment | 0030 | $-37.78 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Adjustment | 0022 | $-229.51 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Initial Payment | 0022 | $32,930.21 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Adjustment | 0023 | $-29.55 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Adjustment | 0025 | $-517.53 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Adjustment | 0026 | $-223.24 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Closure | 0031 | $-32,930.21 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Closure | 0031 | $-22,124.99 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Closure | 0031 | $-161,662.53 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Adjustment | 0019 | $-246.92 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Initial Payment | 0020 | $161,662.53 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Closure | 0031 | $-535.63 |
26604(04) | 0035 | 6"Pipe | Stockpiled Material Initial Payment | 0003 | $1,820.16 |
26604(04) | 0052 | 6"pipe | Stockpiled Material Closure | 0031 | $-2,463.17 |
26604(04) | 0052 | 6"pipe | Stockpiled Material Initial Payment | 0003 | $3,640.47 |
26604(04) | 0052 | 6"pipe | Stockpiled Material Adjustment | 0013 | $-380.22 |
26604(04) | 0052 | 6"pipe | Stockpiled Material Adjustment | 0030 | $-797.08 |
26604(04) | 0053 | 6"pipe | Stockpiled Material Closure | 0031 | $-142.70 |
26604(04) | 0053 | 6"pipe | Stockpiled Material Initial Payment | 0003 | $142.70 |
26604(04) | 0121 | Stockpiled Material Closure | 0054 | $-0.04 | |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0020 | $-50.34 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0017 | $-47.26 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0016 | $-196.23 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0015 | $-256.74 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0014 | $-39.47 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Initial Payment | 0007 | $39,826.59 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Initial Payment | 0003 | $2,479.16 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0025 | $-11.10 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0025 | $-470.66 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0024 | $-461.73 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0022 | $-92.31 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0021 | $-95.71 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0019 | $-388.97 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0018 | $-379.70 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Closure | 0031 | $-35,959.20 |
26604(04) | 0121 | 21"24"27"CMPx4'long(10"pile encasement) | Stockpiled Material Adjustment | 0029 | $-3,856.29 |
26604(04) | 0123 | Stockpiled Material Closure | 0054 | $0.02 | |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-246,388.54 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-246,388.54 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-147,833.12 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-295,664.36 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-39,422.17 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-197,110.83 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-246,388.54 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0028 | $-94,772.59 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0006 | $197,110.83 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0029 | $-37,626.13 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0030 | $-13,082.88 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0030 | $-41,807.99 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0016 | $295,664.36 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-194,726.94 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Closure | 0031 | $-246,388.54 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0005 | $246,388.54 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0005 | $236,534.93 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0004 | $289,925.68 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0026 | $-61,691.76 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0025 | $-10,530.29 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0010 | $147,833.12 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0023 | $-61,691.76 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Adjustment | 0022 | $-10,530.29 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0007 | $246,388.54 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0009 | $246,388.54 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0017 | $39,422.17 |
26604(04) | 0123 | Prestressed PC Beams type III | Stockpiled Material Initial Payment | 0010 | $246,388.54 |
26604(04) | 0126 | Sealed Exp Joint | Stockpiled Material Adjustment | 0029 | $-7,609.43 |
26604(04) | 0126 | Sealed Exp Joint | Stockpiled Material Adjustment | 0030 | $-5,776.55 |
26604(04) | 0126 | Sealed Exp Joint | Stockpiled Material Adjustment | 0027 | $-11,174.69 |
26604(04) | 0126 | Sealed Exp Joint | Stockpiled Material Initial Payment | 0016 | $59,711.48 |
26604(04) | 0126 | Sealed Exp Joint | Stockpiled Material Closure | 0031 | $-35,150.81 |
26604(04) | 0127 | F- shaped parapet reinforcing steel | Stockpiled Material Initial Payment | 0028 | $23,087.22 |
26604(04) | 0127 | F- shaped parapet reinforcing steel | Stockpiled Material Closure | 0031 | $-11,055.78 |
26604(04) | 0127 | F- shaped parapet reinforcing steel | Stockpiled Material Closure | 0031 | $-23,087.22 |
26604(04) | 0127 | F- shaped parapet reinforcing steel | Stockpiled Material Initial Payment | 0027 | $11,055.78 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Initial Payment | 0009 | $43,373.20 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Closure | 0040 | $-37,854.46 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Initial Payment | 0014 | $30,296.05 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Initial Payment | 0011 | $48,004.65 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Adjustment | 0031 | $-23,052.04 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Adjustment | 0033 | $-10,150.19 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Closure | 0040 | $-30,296.05 |
26604(04) | 0128 | Handrails and anchors | Stockpiled Material Adjustment | 0033 | $-20,321.16 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0028 | $-191,689.11 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0017 | $-105,079.35 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0029 | $-376,392.63 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0030 | $-273,057.61 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-106,753.40 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-777,426.67 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-282,741.38 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-14,520.00 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-1,479,312.75 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-188,494.25 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-201,844.59 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-401,829.12 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-201,844.59 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-100,922.29 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Closure | 0031 | $-408,333.77 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0018 | $-53,166.92 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0022 | $-23,468.36 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0023 | $-172,204.58 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0024 | $-270,005.27 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0025 | $-108,368.72 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0026 | $-186,392.93 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0026 | $408,333.77 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0027 | $-41,805.33 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0004 | $2,203,269.42 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0008 | $777,426.67 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0008 | $282,741.38 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0008 | $14,520.00 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0008 | $1,479,312.75 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0009 | $188,494.25 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0011 | $201,844.59 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0011 | $401,829.12 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0013 | $201,844.59 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Initial Payment | 0014 | $100,922.29 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0015 | $-144,212.21 |
26604(04) | 0130 | Structural steel - raw material | Stockpiled Material Adjustment | 0016 | $-150,673.00 |
26604(04) | 0131 | Stockpiled Material Closure | 0054 | $2.39 | |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-18,621.09 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-38,958.42 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-41,736.93 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-21,831.62 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-93,051.00 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0028 | $-33,744.21 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0029 | $-2,505.78 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0029 | $-15,070.24 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0030 | $-6,075.79 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-13,527.72 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-132,222.10 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-237,718.07 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0031 | $-32,830.19 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0017 | $93,051.00 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0019 | $-3,916.74 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0020 | $-6,628.33 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0021 | $-16,872.11 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0022 | $-1,807.73 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0023 | $-28,923.61 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0026 | $-4,218.03 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0027 | $-5,423.18 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0004 | $20,126.35 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0005 | $113,017.50 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0008 | $34,673.75 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0008 | $132,222.10 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0011 | $237,718.07 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0012 | $32,830.19 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0013 | $18,621.09 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0014 | $38,958.42 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0015 | $-20,126.35 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0015 | $-1,749.27 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0015 | $41,736.93 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0015 | $21,831.62 |
26604(04) | 0131 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0017 | $-7,230.90 |
26604(04) | 0132 | Stockpiled Material Closure | 0054 | $-1.40 | |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0028 | $-241.80 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0029 | $-16,455.49 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-152,705.21 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-92,463.34 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-282,613.37 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-247,755.29 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-70,993.16 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-17,336.88 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-73,632.17 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-32,747.44 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-8,347.39 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Closure | 0030 | $-81,966.25 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0017 | $-732.83 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0017 | $81,966.25 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0019 | $-2,290.11 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0020 | $-1,007.65 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0021 | $-3,022.94 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0022 | $-1,786.28 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0023 | $-4,946.63 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0024 | $-183.21 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0027 | $-320.61 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0004 | $26,761.90 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0005 | $169,402.50 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0008 | $92,463.34 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0008 | $282,613.37 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0011 | $247,755.29 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0012 | $70,993.16 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0013 | $17,336.88 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0014 | $73,632.17 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0015 | $-1,648.88 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0015 | $32,747.44 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0015 | $8,347.39 |
26604(04) | 0132 | Anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0028 | $-10,821.36 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Closure | 0031 | $-183,966.99 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Closure | 0031 | $-80,826.96 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Closure | 0031 | $-107,769.29 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Closure | 0031 | $-21,774.46 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Adjustment | 0028 | $-22,186.75 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Initial Payment | 0012 | $231,124.69 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Adjustment | 0030 | $-6,509.00 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Initial Payment | 0018 | $80,826.96 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Initial Payment | 0022 | $107,769.29 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Initial Payment | 0026 | $21,774.46 |
26604(04) | 0134 | Deck Pans | Stockpiled Material Adjustment | 0029 | $-18,461.95 |
26604(04) | 0135 | Stockpiled Material Closure | 0031 | $-10,256.71 | |
26604(04) | 0135 | Stockpiled Material Initial Payment | 0027 | $6,503.21 | |
26604(04) | 0135 | Stockpiled Material Closure | 0031 | $-649.98 | |
26604(04) | 0135 | Stockpiled Material Closure | 0031 | $-6,503.21 | |
26604(04) | 0135 | Stockpiled Material Closure | 0031 | $-10,863.65 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0028 | $-1,041.99 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0029 | $-331.00 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0030 | $-71.40 | |
26604(04) | 0135 | Stockpiled Material Initial Payment | 0030 | $10,863.65 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0020 | $-2,408.82 | |
26604(04) | 0135 | Stockpiled Material Initial Payment | 0020 | $26,906.15 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0021 | $-3,243.57 | |
26604(04) | 0135 | Stockpiled Material Initial Payment | 0021 | $1,299.96 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0022 | $-1,994.70 | |
26604(04) | 0135 | Stockpiled Material Initial Payment | 0022 | $649.98 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0023 | $-1,736.20 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0024 | $-1,349.66 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0025 | $-1,939.36 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0026 | $-1,620.49 | |
26604(04) | 0135 | Stockpiled Material Adjustment | 0027 | $-912.25 | |
26604(04) | 0135 | Stockpiled Material Closure | 0031 | $-1,299.96 | |
26604(04) | 0137 | Stockpiled Material Closure | 0054 | $-0.01 | |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0016 | $-1,023.12 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0017 | $-255.82 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0018 | $-2,999.37 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0019 | $-255.66 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0020 | $-255.82 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0022 | $-1,834.42 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0023 | $-1,928.25 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0024 | $-1,745.76 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0025 | $-4,573.30 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0026 | $-247.62 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0026 | $-1,196.02 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Initial Payment | 0005 | $16,654.08 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Initial Payment | 0013 | $16,654.08 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0014 | $-255.82 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Adjustment | 0015 | $-1,279.11 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Initial Payment | 0015 | $19,917.71 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Closure | 0031 | $-15,458.06 |
26604(04) | 0137 | Bridge A Crashwall | Stockpiled Material Closure | 0031 | $-19,917.71 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0005 | $12,486.42 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0005 | $10,326.90 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0007 | $76,288.85 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0007 | $5,969.71 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0007 | $40,218.76 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0007 | $77,522.45 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0008 | $71,211.44 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0008 | $27,134.62 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0010 | $-52.34 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0010 | $66,302.12 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0010 | $38,460.95 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0010 | $97,602.48 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0011 | $-341.10 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0011 | $28,691.41 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0012 | $-356.44 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0012 | $27,708.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0012 | $1,356.23 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0012 | $19,423.61 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0013 | $-211.87 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0013 | $40,793.96 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0013 | $38,978.07 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0014 | $-167.42 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0014 | $23,385.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0014 | $27,708.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0014 | $26,356.67 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0014 | $12,851.23 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0014 | $27,708.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0014 | $30,706.41 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0015 | $-396.29 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0015 | $60,661.31 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0015 | $11,863.63 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0015 | $31,280.99 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0016 | $-386.78 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0016 | $39,558.33 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0016 | $55,417.86 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0016 | $60,567.44 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0016 | $144,013.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0017 | $-375.07 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0018 | $-499.60 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0019 | $-333.19 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0020 | $-479.18 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0021 | $-614.05 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0022 | $-431.84 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0023 | $-315.24 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0024 | $-248.36 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0025 | $-330.63 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0026 | $-377.57 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0027 | $-414.49 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Initial Payment | 0027 | $38,835.85 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0028 | $-935.66 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0029 | $-293.10 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Adjustment | 0030 | $-571.27 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-4,354.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-10,326.90 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-76,288.85 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-5,969.71 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-40,218.76 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-77,522.45 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-71,211.44 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-27,134.62 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-66,302.12 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-38,460.95 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-97,602.48 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-28,691.41 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-27,708.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-1,356.23 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-19,423.61 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-40,793.96 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-38,978.07 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-23,385.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-27,708.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-26,356.67 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-12,851.23 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-27,708.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-30,706.41 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-60,661.31 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-11,863.63 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-31,280.99 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-39,558.33 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-55,417.86 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-60,567.44 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-144,013.93 |
26604(04) | 0138 | Bridge A - Substructure | Stockpiled Material Closure | 0031 | $-38,835.85 |
26604(04) | 0141 | Piles, 10X42 | Stockpiled Material Adjustment | 0012 | $-4,850.00 |
26604(04) | 0141 | Piles, 10X42 | Stockpiled Material Initial Payment | 0003 | $4,850.00 |
26604(04) | 0142 | Piles,12X53 | Stockpiled Material Adjustment | 0012 | $-10,607.61 |
26604(04) | 0142 | Piles,12X53 | Stockpiled Material Adjustment | 0012 | $-32,719.80 |
26604(04) | 0142 | Piles,12X53 | Stockpiled Material Initial Payment | 0003 | $32,719.80 |
26604(04) | 0142 | Piles,12X53 | Stockpiled Material Initial Payment | 0004 | $62,729.30 |
26604(04) | 0142 | Piles,12X53 | Stockpiled Material Initial Payment | 0004 | $20,810.40 |
26604(04) | 0142 | Piles,12X53 | Stockpiled Material Closure | 0014 | $-20,810.40 |
26604(04) | 0142 | Piles,12X53 | Stockpiled Material Closure | 0014 | $-52,121.69 |
26604(04) | 0143 | piles, 14X89 | Stockpiled Material Initial Payment | 0003 | $20,311.90 |
26604(04) | 0143 | piles, 14X89 | Stockpiled Material Adjustment | 0012 | $-20,311.90 |
26604(04) | 0148 | Stockpiled Material Closure | 0054 | $0.28 | |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Adjustment | 0021 | $-971.85 |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Initial Payment | 0014 | $1,150.50 |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Closure | 0031 | $-522.01 |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Initial Payment | 0003 | $4,510.08 |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Adjustment | 0029 | $-972.22 |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Adjustment | 0028 | $-1,624.81 |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Adjustment | 0023 | $-941.48 |
26604(04) | 0148 | 16GaugeCSP18"DrillShaft | Stockpiled Material Adjustment | 0029 | $-628.49 |
26604(04) | 0149 | Stockpiled Material Closure | 0054 | $0.03 | |
26604(04) | 0149 | 16GaugeCSP36"DrillShaft | Stockpiled Material Initial Payment | 0003 | $7,574.60 |
26604(04) | 0149 | 16GaugeCSP36"DrillShaft | Stockpiled Material Adjustment | 0028 | $-3,293.34 |
26604(04) | 0149 | 16GaugeCSP36"DrillShaft | Stockpiled Material Adjustment | 0023 | $-1,515.98 |
26604(04) | 0149 | 16GaugeCSP36"DrillShaft | Stockpiled Material Adjustment | 0029 | $-2,765.31 |
26604(04) | 0150 | Stockpiled Material Closure | 0054 | $0.33 | |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Initial Payment | 0003 | $16,547.76 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Adjustment | 0025 | $-359.33 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Adjustment | 0017 | $-1,483.67 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Adjustment | 0027 | $-2,146.01 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Closure | 0031 | $-14,401.75 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Initial Payment | 0014 | $21,205.09 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Initial Payment | 0003 | $2,785.41 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Adjustment | 0027 | $-942.74 |
26604(04) | 0150 | Rebar 48" Drilled Shafts | Stockpiled Material Closure | 0031 | $-21,205.09 |
26604(04) | 0151 | Stockpiled Material Closure | 0054 | $-0.35 | |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0025 | $-13,727.30 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0015 | $-1,211.23 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0015 | $-2,684.97 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0014 | $-8,052.74 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0013 | $-3,701.97 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0012 | $-4,427.10 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0011 | $-6,411.66 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0010 | $-8,468.35 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0009 | $-5,381.21 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Initial Payment | 0005 | $24,680.63 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0007 | $-1,793.74 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Adjustment | 0008 | $-7,060.46 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Initial Payment | 0005 | $5,847.19 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Initial Payment | 0003 | $48,798.09 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Initial Payment | 0003 | $82,771.73 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Initial Payment | 0003 | $47,982.55 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Closure | 0031 | $-24,680.63 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Closure | 0031 | $-5,847.19 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Closure | 0031 | $-48,798.09 |
26604(04) | 0151 | EpoxyReb.Dril.Shafts 60" | Stockpiled Material Closure | 0031 | $-67,833.20 |
26604(04) | 0152 | EpoxReb 72"DrillShaft | Stockpiled Material Closure | 0031 | $-10,522.19 |
26604(04) | 0152 | EpoxReb 72"DrillShaft | Stockpiled Material Initial Payment | 0003 | $10,522.19 |
26604(04) | 0152 | EpoxReb 72"DrillShaft | Stockpiled Material Initial Payment | 0003 | $21,796.13 |
26604(04) | 0152 | EpoxReb 72"DrillShaft | Stockpiled Material Initial Payment | 0003 | $11,582.73 |
26604(04) | 0152 | EpoxReb 72"DrillShaft | Stockpiled Material Closure | 0031 | $-18,089.36 |
26604(04) | 0152 | EpoxReb 72"DrillShaft | Stockpiled Material Adjustment | 0012 | $-11,582.73 |
26604(04) | 0152 | EpoxReb 72"DrillShaft | Stockpiled Material Adjustment | 0012 | $-3,706.77 |
26604(04) | 0153 | Stockpiled Material Closure | 0054 | $-0.03 | |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0005 | $468,966.19 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0006 | $-817.37 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0008 | $-542.77 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0009 | $-549.19 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0010 | $-264.96 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0011 | $-320.36 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-45,209.63 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-196,206.46 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-36,194.75 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-39,670.00 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-47,000.00 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-16,450.00 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-67,316.29 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Closure | 0031 | $-468,966.19 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0012 | $-313.73 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0013 | $-508.31 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0014 | $-345.25 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0015 | $-479.21 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0016 | $-69.05 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0018 | $-24.36 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0019 | $-38.85 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0019 | $-468.78 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0020 | $-1,463.70 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0022 | $-2,927.40 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0023 | $-3,769.02 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0024 | $-2,561.47 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0003 | $4,408.33 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0003 | $56,400.00 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0003 | $196,206.46 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0003 | $36,194.75 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0004 | $39,670.00 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0004 | $47,000.00 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0004 | $16,450.00 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Adjustment | 0005 | $-134.89 |
26604(04) | 0153 | EpoxReb 84"DrillShaft | Stockpiled Material Initial Payment | 0005 | $67,316.29 |
26604(04) | 0155 | Stockpiled Material Closure | 0054 | $-0.02 | |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Closure | 0031 | $-149,238.43 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0012 | $-412.53 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0013 | $-318.03 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0014 | $-392.57 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0015 | $-348.46 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0016 | $-45.90 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0017 | $-155.00 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0019 | $-39.64 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0020 | $-42.77 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0022 | $-85.55 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0023 | $-137.41 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0024 | $-75.12 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0027 | $-92.63 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0027 | $-1,370.16 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0028 | $-2,067.53 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0029 | $-2,162.95 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Initial Payment | 0004 | $4,478.99 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0005 | $-89.72 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Initial Payment | 0005 | $154,839.07 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0006 | $-543.55 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0007 | $-35.77 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0008 | $-501.82 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0009 | $-472.46 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0010 | $-345.39 |
26604(04) | 0155 | 2" SCH40 #150 Threaded pipe caps/couplers | Stockpiled Material Adjustment | 0011 | $-344.65 |
26604(04) | 0158 | Stockpiled Material Closure | 0054 | $-298.51 | |
26604(04) | 0158 | FRP covers | Stockpiled Material Adjustment | 0031 | $-69,785.48 |
26604(04) | 0158 | FRP covers | Stockpiled Material Initial Payment | 0031 | $131,083.01 |
26604(04) | 0158 | FRP covers | Stockpiled Material Adjustment | 0033 | $-60,999.02 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Closure | 0047 | $-172,829.27 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Initial Payment | 0007 | $71,295.46 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Initial Payment | 0030 | $241,112.27 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0046 | $-17,070.75 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0045 | $-17,070.75 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0044 | $-17,070.75 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Closure | 0043 | $-349,120.00 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Closure | 0043 | $-29,041.03 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0043 | $-17,070.75 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0042 | $-7,699.91 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0041 | $-11,502.33 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0040 | $-19,202.24 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Adjustment | 0039 | $-3,849.95 |
26604(04) | 0159 | Canopy system hardware | Stockpiled Material Initial Payment | 0034 | $349,120.00 |
26604(04) | 0160 | Anchor bolts, nuts, washers | Stockpiled Material Initial Payment | 0007 | $29,322.50 |
26604(04) | 0160 | Anchor bolts, nuts, washers | Stockpiled Material Adjustment | 0040 | $-14,994.25 |
26604(04) | 0160 | Anchor bolts, nuts, washers | Stockpiled Material Initial Payment | 0008 | $3,024.00 |
26604(04) | 0160 | Anchor bolts, nuts, washers | Stockpiled Material Adjustment | 0041 | $-7,755.65 |
26604(04) | 0160 | Anchor bolts, nuts, washers | Stockpiled Material Closure | 0042 | $-6,055.56 |
26604(04) | 0160 | Anchor bolts, nuts, washers | Stockpiled Material Closure | 0042 | $-3,024.00 |
26604(04) | 0160 | Anchor bolts, nuts, washers | Stockpiled Material Adjustment | 0031 | $-517.04 |
26604(04) | 0163 | 6"pipe | Stockpiled Material Closure | 0031 | $-445.36 |
26604(04) | 0163 | 6"pipe | Stockpiled Material Initial Payment | 0003 | $587.29 |
26604(04) | 0163 | 6"pipe | Stockpiled Material Adjustment | 0029 | $-141.93 |
26604(04) | 0164 | 6'pipe | Stockpiled Material Initial Payment | 0003 | $155.18 |
26604(04) | 0164 | 6'pipe | Stockpiled Material Closure | 0050 | $-155.18 |
26604(04) | 0173 | 16GaugeCSP36"DrillShafts | Stockpiled Material Initial Payment | 0003 | $2,286.67 |
26604(04) | 0173 | 16GaugeCSP36"DrillShafts | Stockpiled Material Closure | 0033 | $-2,286.67 |
26604(04) | 0175 | Stockpiled Material Closure | 0054 | $-147.17 | |
26604(04) | 0175 | anchor bolts, nuts, and washers | Stockpiled Material Initial Payment | 0007 | $804.81 |
26604(04) | 0175 | anchor bolts, nuts, and washers | Stockpiled Material Adjustment | 0041 | $-657.64 |
26604(04) | 0179 | Sealed expansion joint w/ seal and anchors | Stockpiled Material Adjustment | 0011 | $-12,134.92 |
26604(04) | 0179 | Sealed expansion joint w/ seal and anchors | Stockpiled Material Initial Payment | 0007 | $12,134.92 |
26604(04) | 0181 | Studs | Stockpiled Material Adjustment | 0007 | $-10,264.21 |
26604(04) | 0181 | Studs | Stockpiled Material Initial Payment | 0004 | $10,264.21 |
26604(04) | 0182 | Deck Forms | Stockpiled Material Initial Payment | 0007 | $21,268.20 |
26604(04) | 0182 | Deck Forms | Stockpiled Material Adjustment | 0011 | $-21,268.20 |
26604(04) | 0184 | Deck rebar | Stockpiled Material Closure | 0012 | $-13,105.95 |
26604(04) | 0184 | Deck rebar | Stockpiled Material Adjustment | 0011 | $-65,558.54 |
26604(04) | 0184 | Deck rebar | Stockpiled Material Adjustment | 0011 | $-13,938.65 |
26604(04) | 0184 | Deck rebar | Stockpiled Material Initial Payment | 0007 | $27,044.60 |
26604(04) | 0184 | Deck rebar | Stockpiled Material Initial Payment | 0007 | $65,558.54 |
26604(04) | 0200 | Extruded Aluminum Signs | Stockpiled Material Initial Payment | 0028 | $907.70 |
26604(04) | 0200 | Extruded Aluminum Signs | Stockpiled Material Adjustment | 0037 | $-580.67 |
26604(04) | 0200 | Extruded Aluminum Signs | Stockpiled Material Adjustment | 0038 | $-327.03 |
26604(04) | 0201 | Extreded Aluminum Panel Signs (Overhead) | Stockpiled Material Initial Payment | 0028 | $12,181.93 |
26604(04) | 0201 | Extreded Aluminum Panel Signs (Overhead) | Stockpiled Material Adjustment | 0033 | $-12,181.93 |
26604(04) | 0217 | 12.5' PortableLong.Barr. | Stockpiled Material Adjustment | 0004 | $-3,780.01 |
26604(04) | 0217 | 12.5' PortableLong.Barr. | Stockpiled Material Adjustment | 0003 | $-72,860.62 |
26604(04) | 0217 | 12.5' PortableLong.Barr. | Stockpiled Material Initial Payment | 0003 | $76,640.63 |
26604(04) | 0248 | cast in place med. barrier box | Stockpiled Material Adjustment | 0031 | $-3,772.41 |
26604(04) | 0248 | cast in place med. barrier box | Stockpiled Material Adjustment | 0033 | $-5,740.62 |
26604(04) | 0248 | cast in place med. barrier box | Stockpiled Material Initial Payment | 0011 | $12,696.49 |
26604(04) | 0248 | cast in place med. barrier box | Stockpiled Material Closure | 0050 | $-3,183.46 |
26604(04) | 0258 | 1/C no. 4 Elect. Cond. | Stockpiled Material Initial Payment | 0003 | $78,479.49 |
26604(04) | 0258 | 1/C no. 4 Elect. Cond. | Stockpiled Material Adjustment | 0033 | $-23,387.44 |
26604(04) | 0258 | 1/C no. 4 Elect. Cond. | Stockpiled Material Adjustment | 0005 | $-410.35 |
26604(04) | 0258 | 1/C no. 4 Elect. Cond. | Stockpiled Material Closure | 0040 | $-54,681.70 |
26604(04) | 0270 | Holophane LEDG | Stockpiled Material Adjustment | 0033 | $-90,102.00 |
26604(04) | 0270 | Holophane LEDG | Stockpiled Material Initial Payment | 0031 | $90,102.00 |
26604(04) | 0271 | IO LTG | Stockpiled Material Initial Payment | 0031 | $129,596.00 |
26604(04) | 0271 | IO LTG | Stockpiled Material Closure | 0050 | $-129,596.00 |
26604(04) | 0272 | Post top Luuminaire | Stockpiled Material Closure | 0050 | $-27,996.00 |
26604(04) | 0272 | Post top Luuminaire | Stockpiled Material Initial Payment | 0034 | $27,996.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0041 | --16 | $2,000.00 | $-32,000.00 |
System Application of Liquidated Damages | 0042 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0043 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0044 | --28 | $2,000.00 | $-56,000.00 |
System Application of Liquidated Damages | 0045 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0046 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0047 | --50 | $2,000.00 | $-100,000.00 |
System Application of Liquidated Damages | 0048 | --222 | $2,000.00 | $-444,000.00 |
System Application of Liquidated Damages | 0049 | --29 | $2,000.00 | $-58,000.00 |
System Application of Liquidated Damages | 0050 | --29 | $2,000.00 | $-58,000.00 |
System Application of Liquidated Damages | 0051 | --283 | $2,000.00 | $-566,000.00 |
System Application of Liquidated Damages | 0052 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0054 | -725 | $2,000.00 | $1,450,000.00 | Subtotals For Liquidated Damages | $-10,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0048 | $738,000.00 |
LD Adjustment (Prog. Est. Only) | 0049 | $58,000.00 |
LD Adjustment (Prog. Est. Only) | 0050 | $58,000.00 |
LD Adjustment (Prog. Est. Only) | 0051 | $566,000.00 |
LD Adjustment (Prog. Est. Only) | 0052 | $30,000.00 |
LD Adjustment (Prog. Est. Only) | 0054 | $-1,450,000.00 |
Smoothness Deduction | 0055 | $-22,471.71 | Subtotals For Contract Adjustments | $-22,471.71 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
26604(04) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0002 | 0.00 | $0.00 | $-1,332.00 |
26604(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $1,332.00 |
26604(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0007 | -167.00 | $2.25 | $-375.75 |
26604(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0010 | 167.00 | $2.25 | $375.75 |
26604(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0020 | -451.00 | $2.25 | $-1,014.75 |
26604(04) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0048 | 451.00 | $2.25 | $1,014.75 |
26604(04) | 0007 | TEMPORARY SILT DIKE | * Missing Material Certification | 0005 | -56.00 | $8.00 | $-448.00 |
26604(04) | 0007 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0006 | -168.00 | $8.00 | $-1,344.00 |
26604(04) | 0007 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0007 | -70.00 | $8.00 | $-560.00 |
26604(04) | 0007 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0010 | 294.00 | $8.00 | $2,352.00 |
26604(04) | 0016 | CEMENT TREATED BASE | * Material Discrepancy Adjustments | 0031 | -2,415.87 | $17.00 | $-41,069.79 |
26604(04) | 0016 | CEMENT TREATED BASE | * Material Discrepancy Adjustments | 0047 | 2,415.87 | $17.00 | $41,069.79 |
26604(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 202.50 | $1.65 | $334.25 |
26604(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 112.50 | $4.38 | $492.82 |
26604(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 195.90 | $1.65 | $323.35 |
26604(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 135.12 | $4.38 | $591.91 |
26604(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0001 | 1,391.44 | $1.88 | $2,624.81 |
26604(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 231.08 | $1.88 | $435.91 |
26604(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 113.27 | $5.00 | $567.08 |
26604(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0033 | 154.30 | $4.40 | $679.91 |
26604(04) | 0023 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0031 | -1,020.70 | $12.50 | $-12,758.75 |
26604(04) | 0023 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0034 | 1,020.70 | $12.50 | $12,758.75 |
26604(04) | 0024 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * Material Discrepancy Adjustments | 0031 | -1,200.00 | $19.95 | $-23,940.00 |
26604(04) | 0024 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0033 | 0.00 | $0.00 | $-69,518.46 |
26604(04) | 0024 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * Material Discrepancy Adjustments | 0034 | 1,200.00 | $19.95 | $23,940.00 |
26604(04) | 0024 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0039 | 0.00 | $0.00 | $47,046.75 |
26604(04) | 0024 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0055 | 0.00 | $0.00 | $22,471.71 |
26604(04) | 0027 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0031 | -614.39 | $92.50 | $-56,831.08 |
26604(04) | 0027 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0034 | 614.39 | $92.50 | $56,831.08 |
26604(04) | 0037 | EPOXY COATED REINFORCING STEEL | * Material Discrepancy Adjustments | 0031 | -21,478.00 | $1.00 | $-21,478.00 |
26604(04) | 0037 | EPOXY COATED REINFORCING STEEL | * Material Discrepancy Adjustments | 0034 | 21,478.00 | $1.00 | $21,478.00 |
26604(04) | 0048 | 15" R.C.PIPE CLASS III | * Missing Material Certification | 0031 | -30.00 | $95.00 | $-2,850.00 |
26604(04) | 0048 | 15" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0034 | 30.00 | $95.00 | $2,850.00 |
26604(04) | 0049 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0012 | -139.70 | $94.00 | $-13,131.80 |
26604(04) | 0049 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0013 | 139.70 | $94.00 | $13,131.80 |
26604(04) | 0049 | 18" R.C.PIPE CLASS III | * Missing Material Certification | 0031 | -468.62 | $94.00 | $-44,050.28 |
26604(04) | 0049 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0034 | 468.62 | $94.00 | $44,050.28 |
26604(04) | 0050 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0009 | -27.50 | $110.00 | $-3,025.00 |
26604(04) | 0050 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0010 | 27.50 | $110.00 | $3,025.00 |
26604(04) | 0050 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0012 | -5.96 | $110.00 | $-655.60 |
26604(04) | 0050 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0013 | 5.96 | $110.00 | $655.60 |
26604(04) | 0051 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-III | * Missing Material Certification | 0008 | -67.50 | $215.00 | $-14,512.50 |
26604(04) | 0051 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-III | * Material Discrepancy Adjustments | 0010 | 67.50 | $215.00 | $14,512.50 |
26604(04) | 0054 | 18" PREFAB. CULVERT END SECTION, ROUND | * Missing Material Certification | 0031 | -1.00 | $750.00 | $-750.00 |
26604(04) | 0054 | 18" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0034 | 1.00 | $750.00 | $750.00 |
26604(04) | 0055 | 24" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0009 | -1.00 | $900.00 | $-900.00 |
26604(04) | 0055 | 24" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0010 | 1.00 | $900.00 | $900.00 |
26604(04) | 0056 | SPECIAL END SECTION OF 19" X 30" RCP ELLIPTICAL | * Missing Material Certification | 0031 | -1.00 | $1,250.00 | $-1,250.00 |
26604(04) | 0056 | SPECIAL END SECTION OF 19" X 30" RCP ELLIPTICAL | * Material Discrepancy Adjustments | 0034 | 1.00 | $1,250.00 | $1,250.00 |
26604(04) | 0098 | 12" DUCTILE IRON PIPE | * Material Discrepancy Adjustments | 0011 | -10.00 | $210.00 | $-2,100.00 |
26604(04) | 0098 | 12" DUCTILE IRON PIPE | * Material Discrepancy Adjustments | 0012 | 10.00 | $210.00 | $2,100.00 |
26604(04) | 0099 | 30" DUCTILE IRON PIPE | * Missing Material Certification | 0003 | 0.00 | $0.00 | $-150,244.05 |
26604(04) | 0099 | 30" DUCTILE IRON PIPE | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $150,244.05 |
26604(04) | 0100 | 16" DUCTILE IRON PIPE | * Material Discrepancy Adjustments | 0011 | -12.00 | $300.00 | $-3,600.00 |
26604(04) | 0100 | 16" DUCTILE IRON PIPE | * Material Discrepancy Adjustments | 0012 | 12.00 | $300.00 | $3,600.00 |
26604(04) | 0101 | 6" GATE VALVE | * Missing Material Certification | 0003 | 0.00 | $0.00 | $-800.00 |
26604(04) | 0101 | 6" GATE VALVE | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $800.00 |
26604(04) | 0102 | 12" GATE VALVE | * Missing Material Certification | 0003 | 0.00 | $0.00 | $-2,500.00 |
26604(04) | 0102 | 12" GATE VALVE | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $2,500.00 |
26604(04) | 0104 | 24" GATE VALVE | * Material Discrepancy Adjustments | 0011 | -1.00 | $21,000.00 | $-21,000.00 |
26604(04) | 0104 | 24" GATE VALVE | * Material Discrepancy Adjustments | 0012 | 1.00 | $21,000.00 | $21,000.00 |
26604(04) | 0105 | STANDARD VALVE BOX | * Missing Material Certification | 0003 | 0.00 | $0.00 | $-500.00 |
26604(04) | 0105 | STANDARD VALVE BOX | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $500.00 |
26604(04) | 0106 | VALVE BOX EXTENSION | * Missing Material Certification | 0003 | 0.00 | $0.00 | $-400.00 |
26604(04) | 0106 | VALVE BOX EXTENSION | * Missing Material Certification | 0005 | 2.00 | $200.00 | $400.00 |
26604(04) | 0109 | MANHOLE (4' DIAMETER) | * Missing Material Certification | 0002 | 0.00 | $0.00 | $-4,000.00 |
26604(04) | 0109 | MANHOLE (4' DIAMETER) | * Missing Material Certification | 0005 | 2.00 | $2,000.00 | $4,000.00 |
26604(04) | 0110 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Missing Material Certification | 0002 | 0.00 | $0.00 | $-1,961.75 |
26604(04) | 0110 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Missing Material Certification | 0005 | 11.21 | $175.00 | $1,961.75 |
26604(04) | 0123 | PRESTRESSED CONCRETE BEAMS (TYPE III) | * Material Discrepancy Adjustments | 0023 | -77.83 | $160.00 | $-12,452.80 |
26604(04) | 0123 | PRESTRESSED CONCRETE BEAMS (TYPE III) | * Material Discrepancy Adjustments | 0026 | -77.83 | $160.00 | $-12,452.80 |
26604(04) | 0123 | PRESTRESSED CONCRETE BEAMS (TYPE III) | * Material Discrepancy Adjustments | 0029 | -77.83 | $160.00 | $-12,452.80 |
26604(04) | 0123 | PRESTRESSED CONCRETE BEAMS (TYPE III) | * Material Discrepancy Adjustments | 0031 | 215.52 | $160.00 | $34,483.20 |
26604(04) | 0123 | PRESTRESSED CONCRETE BEAMS (TYPE III) | * Material Discrepancy Adjustments | 0034 | 17.97 | $160.00 | $2,875.20 |
26604(04) | 0124 | APPROACH SLAB | * Missing Material Certification | 0032 | -25.10 | $150.00 | $-3,765.00 |
26604(04) | 0124 | APPROACH SLAB | * Material Discrepancy Adjustments | 0034 | 25.10 | $150.00 | $3,765.00 |
26604(04) | 0127 | 42" F-SHAPED PARAPET | * Missing Material Certification | 0032 | -151.00 | $70.00 | $-10,570.00 |
26604(04) | 0127 | 42" F-SHAPED PARAPET | * Material Discrepancy Adjustments | 0034 | 151.00 | $70.00 | $10,570.00 |
26604(04) | 0128 | HANDRAILING | * Material Discrepancy Adjustments | 0033 | -2,891.00 | $40.00 | $-115,640.00 |
26604(04) | 0128 | HANDRAILING | * Material Discrepancy Adjustments | 0034 | 2,891.00 | $40.00 | $115,640.00 |
26604(04) | 0132 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0028 | 0.00 | $0.00 | $0.00 |
26604(04) | 0134 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0028 | 0.00 | $0.00 | $0.00 |
26604(04) | 0134 | CLASS AA CONCRETE | * QAQC | 0033 | 0.00 | $0.00 | $-32,268.36 |
26604(04) | 0134 | CLASS AA CONCRETE | * QAQC | 0034 | 0.00 | $0.00 | $32,268.36 |
26604(04) | 0135 | CLASS A CONCRETE | * Material Discrepancy Adjustments | 0017 | -9.00 | $450.00 | $-4,050.00 |
26604(04) | 0135 | CLASS A CONCRETE | * Material Discrepancy Adjustments | 0027 | 9.00 | $450.00 | $4,050.00 |
26604(04) | 0151 | DRILLED SHAFTS 60" DIAMETER | * Material Discrepancy Adjustments | 0008 | -92.00 | $500.00 | $-46,000.00 |
26604(04) | 0151 | DRILLED SHAFTS 60" DIAMETER | * Material Discrepancy Adjustments | 0009 | -49.00 | $500.00 | $-24,500.00 |
26604(04) | 0151 | DRILLED SHAFTS 60" DIAMETER | * Material Discrepancy Adjustments | 0010 | 141.00 | $500.00 | $70,500.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0006 | -509.00 | $850.00 | $-432,650.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0007 | -84.00 | $850.00 | $-71,400.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0008 | -253.00 | $850.00 | $-215,050.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0009 | -262.00 | $850.00 | $-222,700.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0010 | 128.00 | $850.00 | $108,800.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0014 | -26.83 | $850.00 | $-22,805.50 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0015 | -31.00 | $850.00 | $-26,350.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0015 | 53.66 | $850.00 | $45,611.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0016 | 15.17 | $850.00 | $12,894.50 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0017 | 324.17 | $850.00 | $275,544.50 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0018 | 66.00 | $850.00 | $56,100.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0024 | -35.00 | $850.00 | $-29,750.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0025 | 35.00 | $850.00 | $29,750.00 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0031 | 544.83 | $850.00 | $463,105.50 |
26604(04) | 0153 | DRILLED SHAFTS 84" DIAMETER | * Material Discrepancy Adjustments | 0051 | 34.00 | $850.00 | $28,900.00 |
26604(04) | 0160 | (PL)INSTALLATION OF BRIDGE ITEMS(TYPE C) | * Material Discrepancy Adjustments | 0043 | 15.00 | $-1,550.00 | $-23,250.00 |
26604(04) | 0160 | (PL)INSTALLATION OF BRIDGE ITEMS(TYPE C) | * Material Discrepancy Adjustments | 0054 | 15.00 | $1,550.00 | $23,250.00 |
26604(04) | 0164 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0051 | -74.00 | $12.50 | $-925.00 |
26604(04) | 0164 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0055 | 74.00 | $12.50 | $925.00 |
26604(04) | 0166 | FENCE-STYLE CLF (7' HIGH, CLASS B) | * Material Discrepancy Adjustments | 0044 | -341.00 | $60.00 | $-20,460.00 |
26604(04) | 0166 | FENCE-STYLE CLF (7' HIGH, CLASS B) | * Material Discrepancy Adjustments | 0048 | 341.00 | $60.00 | $20,460.00 |
26604(04) | 0180 | 42" F-SHAPED PARAPET | * QAQC | 0014 | -1,134.60 | $55.00 | $-62,403.00 |
26604(04) | 0180 | 42" F-SHAPED PARAPET | * QAQC | 0015 | 1,134.60 | $55.00 | $62,403.00 |
26604(04) | 0181 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0050 | -3,916.80 | $4.50 | $-17,625.60 |
26604(04) | 0181 | STRUCTURAL STEEL | * Missing Material Certification | 0055 | 3,916.80 | $4.50 | $17,625.60 |
26604(04) | 0187 | WATER REPELLENT (VISUALLY INSPECTED) | * Missing Material Certification | 0019 | -1,589.00 | $4.00 | $-6,356.00 |
26604(04) | 0187 | WATER REPELLENT (VISUALLY INSPECTED) | * Material Discrepancy Adjustments | 0024 | 1,589.00 | $4.00 | $6,356.00 |
26604(04) | 0190 | (SP)CARBON FIBER-REINFORCED POLYMER | * Material Discrepancy Adjustments | 0006 | -408.41 | $60.00 | $-24,504.60 |
26604(04) | 0190 | (SP)CARBON FIBER-REINFORCED POLYMER | * Material Discrepancy Adjustments | 0015 | 408.41 | $60.00 | $24,504.60 |
26604(04) | 0191 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | * Material Discrepancy Adjustments | 0006 | -45.38 | $25.00 | $-1,134.50 |
26604(04) | 0191 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | * Material Discrepancy Adjustments | 0009 | 45.38 | $25.00 | $1,134.50 |
26604(04) | 0199 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0033 | -112.00 | $15.00 | $-1,680.00 |
26604(04) | 0199 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0037 | 112.00 | $15.00 | $1,680.00 |
26604(04) | 0200 | EXTRUDED ALUMINUM PANEL SIGNS | * Material Discrepancy Adjustments | 0037 | -71.25 | $21.50 | $-1,531.88 |
26604(04) | 0200 | EXTRUDED ALUMINUM PANEL SIGNS | * Material Discrepancy Adjustments | 0047 | 71.25 | $21.50 | $1,531.88 |
26604(04) | 0201 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | * Material Discrepancy Adjustments | 0033 | -1,036.75 | $21.50 | $-22,290.13 |
26604(04) | 0201 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | * Material Discrepancy Adjustments | 0047 | 1,036.75 | $21.50 | $22,290.13 |
26604(04) | 0203 | 3 1/2"@9.11 GALV.STEEL PIPE POST | * Material Discrepancy Adjustments | 0037 | -42.83 | $21.00 | $-899.43 |
26604(04) | 0203 | 3 1/2"@9.11 GALV.STEEL PIPE POST | * Material Discrepancy Adjustments | 0047 | 42.83 | $21.00 | $899.43 |
26604(04) | 0204 | 2" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0033 | -132.92 | $7.00 | $-930.44 |
26604(04) | 0204 | 2" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0037 | 80.00 | $7.00 | $560.00 |
26604(04) | 0204 | 2" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0047 | 52.92 | $7.00 | $370.44 |
26604(04) | 0220 | MODULAR GLARE SCREEN (TEMPORARY) | * Material Discrepancy Adjustments | 0004 | -2,880.00 | $0.17 | $-489.60 |
26604(04) | 0220 | MODULAR GLARE SCREEN (TEMPORARY) | * Material Discrepancy Adjustments | 0005 | 2,880.00 | $0.17 | $489.60 |
26604(04) | 0232 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | * Material Discrepancy Adjustments | 0004 | -594.00 | $10.50 | $-6,237.00 |
26604(04) | 0232 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | * Material Discrepancy Adjustments | 0005 | 594.00 | $10.50 | $6,237.00 |
26604(04) | 0233 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | * Material Discrepancy Adjustments | 0004 | -468.00 | $10.50 | $-4,914.00 |
26604(04) | 0233 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | * Material Discrepancy Adjustments | 0005 | 468.00 | $10.50 | $4,914.00 |
26604(04) | 0234 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | * Material Discrepancy Adjustments | 0004 | -36.00 | $26.50 | $-954.00 |
26604(04) | 0234 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | * Material Discrepancy Adjustments | 0005 | 36.00 | $26.50 | $954.00 |
26604(04) | 0235 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | * Material Discrepancy Adjustments | 0004 | -18.00 | $445.00 | $-8,010.00 |
26604(04) | 0235 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | * Material Discrepancy Adjustments | 0005 | 18.00 | $445.00 | $8,010.00 |
26604(04) | 0251 | REINFORCING STEEL | * Missing Material Certification | 0032 | -496.00 | $2.15 | $-1,066.40 |
26604(04) | 0251 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0034 | 496.00 | $2.15 | $1,066.40 |
26604(04) | 0257 | 1/C NO.2 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0033 | -21,571.90 | $4.00 | $-86,287.60 |
26604(04) | 0257 | 1/C NO.2 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0034 | 16,000.00 | $4.00 | $64,000.00 |
26604(04) | 0257 | 1/C NO.2 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0035 | 5,571.90 | $4.00 | $22,287.60 |
26604(04) | 0259 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0033 | -11,548.70 | $2.40 | $-27,716.88 |
26604(04) | 0259 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0034 | 11,548.70 | $2.40 | $27,716.88 |
26604(04) | 0260 | 1/C NO.10 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0033 | -13,131.00 | $1.60 | $-21,009.60 |
26604(04) | 0260 | 1/C NO.10 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0034 | 13,131.00 | $1.60 | $21,009.60 |
26604(04) | 0270 | ROADWAY LUMINAIRE | * Material Discrepancy Adjustments | 0033 | -74.00 | $2,200.00 | $-162,800.00 |
26604(04) | 0270 | ROADWAY LUMINAIRE | * Material Discrepancy Adjustments | 0034 | 74.00 | $2,200.00 | $162,800.00 | Subtotals For Line Item Adjustments | $6,050.04 | * = 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 | 05/13/2011 | 12/21/2012 | 588.00 DYS | $25,000.00 | Y | |||
02 | TIME 'C' BID | 12/22/2012 | 01/20/2013 | 60.00 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: | 110205 | Estimate Number: | 0055 | Primary JP: | 26604(04) | |||
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: IM-TIGR(497)SS | Project: 26604(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 39,618.000 | 33,189.680 | 33,189.680 | $5.00 | $0.00 | $165,948.40 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 200.000 | 0.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,145.000 | 2,893.000 | 2,893.000 | $2.25 | $0.00 | $6,509.25 | |
0006 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 2.000 | 0.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 497.000 | 378.000 | 378.000 | $8.00 | $0.00 | $3,024.00 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 1,682.000 | 688.000 | 688.000 | $2.25 | $0.00 | $1,548.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 19,918.000 | 11,200.640 | 11,200.640 | $1.50 | $0.00 | $16,800.97 | |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 8.240 | 0.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.140 | 2.300 | 2.300 | $550.00 | $0.00 | $1,265.00 | |
0012 | MOWING | 241 2832 | AC | 8.240 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0013 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
0014 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 3,989.000 | 4,282.770 | 4,282.770 | $29.00 | $0.00 | $124,200.33 | |
0015 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 18,000.000 | 15,329.170 | 15,329.170 | $5.00 | $0.00 | $76,645.85 | |
0016 | CEMENT TREATED BASE | 317 4270 | SY | 16,085.000 | 16,085.000 | 16,085.000 | $17.00 | $0.00 | $273,445.00 | |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 21,504.000 | 21,504.000 | -0.100 | 21,504.000 | $1.25 | $-0.13 | $26,880.00 |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 110.000 | 34.590 | 34.590 | $20.00 | $0.00 | $691.80 | |
0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 110.000 | 315.000 | 315.000 | $125.00 | $0.00 | $39,375.00 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 316.000 | 331.020 | 331.020 | $240.00 | $0.00 | $79,444.80 | |
0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,220.000 | 1,890.090 | 1,890.090 | $120.00 | $0.00 | $226,810.80 | |
0022 | COLD MILLING PAVEMENT | 412 5267 | SY | 12,000.000 | 13,807.920 | 13,807.920 | $2.00 | $0.00 | $27,615.84 | |
0023 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 6,469.000 | 6,469.000 | 6,469.000 | $12.50 | $0.00 | $80,862.50 | |
0024 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 8,878.000 | 8,878.000 | 0.000 | 8,878.000 | $19.95 | $0.00 | $177,116.10 |
0025 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 400.000 | 1,217.790 | 1,217.790 | $150.00 | $0.00 | $182,668.50 | |
0026 | PARTIAL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(F) 0230 | SY | 900.000 | 0.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0027 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 4,546.000 | 4,546.000 | 4,546.000 | $92.50 | $0.00 | $420,505.01 | |
0028 | CLSM BACKFILL | 501(G) 6315 | CY | 25.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0029 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 4,221.000 | 3,807.120 | 3,807.120 | $55.00 | $0.00 | $209,391.60 | |
0030 | CLASS AA CONCRETE | 509(A) 0319 | CY | 28.900 | 28.900 | 28.900 | $1,000.00 | $0.00 | $28,900.00 | |
0031 | CLASS A CONCRETE | 509(B) 0321 | CY | 27.400 | 27.400 | 27.400 | $600.00 | $0.00 | $16,440.00 | |
0032 | CLASS C CONCRETE | 509(D) 0325 | CY | 95.600 | 55.730 | 55.730 | $350.00 | $0.00 | $19,505.50 | |
0033 | RETAINING WALL | 510(A) 6333 | SY | 3,733.000 | 3,733.000 | 3,733.000 | $925.00 | $0.00 | $3,453,025.00 | |
0034 | SLOPE WALL (5") | 510(C) 6135 | SY | 695.000 | 1,732.300 | 1,732.300 | $60.00 | $0.00 | $103,938.00 | |
0035 | MSE RETAINING WALL | 510(D) 6341 | SY | 1,683.700 | 1,683.700 | 1,683.700 | $450.00 | $0.00 | $757,665.00 | |
0036 | REINFORCING STEEL | 511(A) 0332 | LB | 2,198.000 | 2,198.000 | 2,198.000 | $1.00 | $0.00 | $2,198.00 | |
0037 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 151,310.000 | 151,310.000 | 151,310.000 | $1.00 | $0.00 | $151,310.00 | |
0038 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,677.300 | 2,677.300 | 2,677.300 | $4.00 | $0.00 | $10,709.20 | |
0039 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 30.000 | 0.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0040 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 8.000 | 0.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0041 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 361.000 | 377.000 | 377.000 | $7.00 | $0.00 | $2,639.00 | |
0042 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 3.000 | 3.000 | $1,600.00 | $0.00 | $4,800.00 | |
0043 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
0044 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
0045 | INLET MEDIAN BARRIER DES. 1 | 611(G) 5690 | EA | 7.000 | 7.000 | 7.000 | $4,250.00 | $0.00 | $29,750.00 | |
0046 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 2.000 | 2.000 | $3,000.00 | $0.00 | $6,000.00 | |
0047 | INLET (SMD-TYPE 2A) | 611(G) 6004 | EA | 1.000 | 1.000 | 1.000 | $4,250.00 | $0.00 | $4,250.00 | |
0048 | 15" R.C.PIPE CLASS III | 613(A) 0403 | LF | 30.000 | 30.000 | 30.000 | $95.00 | $0.00 | $2,850.00 | |
0049 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 715.000 | 716.620 | 716.620 | $94.00 | $0.00 | $67,362.28 | |
0050 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 29.000 | 33.460 | 33.460 | $110.00 | $0.00 | $3,680.60 | |
0051 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4504 | LF | 78.000 | 75.500 | 75.500 | $215.00 | $0.00 | $16,232.50 | |
0052 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 2,649.000 | 771.000 | 771.000 | $7.00 | $0.00 | $5,397.00 | |
0053 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 65.000 | 0.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0054 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 4.000 | 4.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
0055 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $900.00 | $0.00 | $900.00 | |
0056 | SPECIAL END SECTION OF 19" X 30" RCP ELLIPTICAL | 613(O) 5157 | EA | 1.000 | 1.000 | 1.000 | $1,250.00 | $0.00 | $1,250.00 | |
0057 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 0.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0058 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
0059 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 8,468.000 | 7,168.650 | 7,168.650 | $5.00 | $0.00 | $35,843.25 | |
0060 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 631.000 | 2,684.050 | 2,684.050 | $7.50 | $0.00 | $20,130.39 | |
0061 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 6,966.000 | 4,752.770 | 4,752.770 | $7.00 | $0.00 | $33,269.39 | |
0062 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 12.500 | 95.000 | 95.000 | $50.00 | $0.00 | $4,750.00 | |
0063 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
0064 | FENCE-STYLE CLF (5'HIGH, CLASS B) | 624(E) 4291 | LF | 50.000 | 0.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0065 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 545.000 | 545.000 | 545.000 | $50.00 | $0.00 | $27,250.00 | |
0066 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0067 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 2.000 | 2.000 | 2.000 | $30,000.00 | $0.00 | $60,000.00 | |
8001 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 0.000 | 377.460 | 377.460 | $25.00 | $0.00 | $9,436.50 | |
8050 | MILESTONE INCENTIVE COMPENSATION | 644 7215 | LSUM | 0.000 | 1.000 | 1.000 | $300,000.00 | $0.00 | $300,000.00 | |
Subtotals For Category 0100/ROADWAY | $-0.13 | $7,558,730.36 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0101/TRAIL | ||||||||
0068 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0069 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 124.000 | 0.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0070 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 200.000 | 0.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0071 | SOLID SLAB SODDING | 230(A) 2806 | SY | 391.000 | 0.000 | 0.000 | $2.75 | $0.00 | $0.00 | |
0072 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 370.000 | 62.910 | 62.910 | $62.50 | $0.00 | $3,931.88 | |
0073 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 22.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0074 | CLSM BACKFILL | 501(G) 6315 | CY | 37.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0075 | HANDRAILING | 504(F) 6006 | LF | 371.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0076 | 6" CONCRETE SIDEWALK | 610(A) 0605 | SY | 1,853.000 | 0.000 | 0.000 | $62.50 | $0.00 | $0.01 | |
0077 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 41.000 | 0.000 | 0.000 | $12.50 | $0.00 | $0.00 | |
0078 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 36.000 | 0.000 | 0.000 | $17.50 | $0.00 | $0.00 | |
0079 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 805(D) 8760 | EA | 1.000 | 0.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0080 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 45.000 | 0.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0081 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 172.000 | 0.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0082 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 3,824.000 | 0.000 | 0.000 | $2.70 | $0.00 | $0.00 | |
0083 | TRAFFIC STRIPE(PAINT)(WORDS) | 854(B) 8806 | EA | 2.000 | 0.000 | 0.000 | $1,050.00 | $0.00 | $0.00 | |
0084 | TRAFFIC STRIPE(PAINT)(SYMBOLS) | 854(B) 8809 | EA | 6.000 | 0.000 | 0.000 | $215.00 | $0.00 | $0.00 | |
0085 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 80.000 | 0.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0086 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 84.000 | 0.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0087 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $5,300.00 | $0.00 | $5,300.00 | |
8100 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 125.820 | 125.820 | $300.00 | $0.00 | $37,746.00 | |
Subtotals For Category 0101/TRAIL | $0.00 | $61,977.89 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0110/WATERLINE | ||||||||
0088 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0089 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,275.000 | 1,174.950 | 1,174.950 | $7.50 | $0.00 | $8,812.13 | |
0090 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 44.000 | 175.000 | 175.000 | $2.25 | $0.00 | $393.75 | |
0091 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 44.000 | 175.000 | 175.000 | $70.00 | $0.00 | $12,250.00 | |
0092 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 8.000 | 48.420 | 48.420 | $95.00 | $0.00 | $4,599.90 | |
0093 | CLSM BACKFILL | 501(G) 6315 | CY | 165.000 | 8.000 | 8.000 | $73.00 | $0.00 | $584.00 | |
0094 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 29.000 | 18.000 | 18.000 | $20.00 | $0.00 | $360.00 | |
0095 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 7.000 | 0.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0096 | 48" JACKED CONDUIT | 613(W) 4508 | LF | 60.000 | 178.870 | 178.870 | $1,000.00 | $0.00 | $178,870.00 | |
0097 | 6" DUCTILE IRON PIPE | 616(A) 5121 | LF | 29.000 | 20.250 | 20.250 | $180.00 | $0.00 | $3,645.00 | |
0098 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 10.000 | 10.000 | 10.000 | $210.00 | $0.00 | $2,100.00 | |
0099 | 30" DUCTILE IRON PIPE | 616(A) 5160 | LF | 947.000 | 985.000 | 985.000 | $345.00 | $0.00 | $339,825.00 | |
0100 | 16" DUCTILE IRON PIPE | 616(A) 5894 | LF | 10.000 | 12.000 | 12.000 | $300.00 | $0.00 | $3,600.00 | |
0101 | 6" GATE VALVE | 616(D) 1070 | EA | 1.000 | 1.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
0102 | 12" GATE VALVE | 616(D) 1100 | EA | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0103 | 16" GATE VALVE | 616(D) 1125 | EA | 1.000 | 1.000 | 1.000 | $6,500.00 | $0.00 | $6,500.00 | |
0104 | 24" GATE VALVE | 616(D) 1140 | EA | 2.000 | 2.000 | 2.000 | $21,000.00 | $0.00 | $42,000.00 | |
0105 | STANDARD VALVE BOX | 616(D) 7051 | EA | 5.000 | 5.000 | 5.000 | $250.00 | $0.00 | $1,250.00 | |
0106 | VALVE BOX EXTENSION | 616(D) 7078 | EA | 5.000 | 5.000 | 5.000 | $200.00 | $0.00 | $1,000.00 | |
Subtotals For Category 0110/WATERLINE | $0.00 | $624,089.78 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0120/SANITARY SEWER | ||||||||
0107 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0108 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 133.000 | 74.600 | 74.600 | $7.50 | $0.00 | $559.51 | |
0109 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0110 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 11.210 | 11.210 | 11.210 | $175.00 | $0.00 | $1,961.75 | |
0111 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 67.000 | 67.000 | 67.000 | $200.00 | $0.00 | $13,400.00 | |
0112 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 2.000 | 2.000 | 2.000 | $1,100.00 | $0.00 | $2,200.00 | |
0113 | PLUGGING ABANDONED SEWER | 619(B) 8660 | EA | 1.000 | 1.000 | 1.000 | $1,250.00 | $0.00 | $1,250.00 | |
Subtotals For Category 0120/SANITARY SEWER | $0.00 | $28,371.26 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0130/UTILITY DUCT | ||||||||
0114 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0115 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 751.000 | 339.540 | 339.540 | $7.50 | $0.00 | $2,546.55 | |
0116 | CLASS A CONCRETE | 509(B) 0321 | CY | 83.140 | 61.930 | 61.930 | $125.00 | $0.00 | $7,741.25 | |
0117 | JUNCTION BOXES | 611(L) 0487 | CF | 890.000 | 708.220 | 708.220 | $85.00 | $0.00 | $60,198.70 | |
0118 | 24" JACKED CONDUIT | 613(W) 4500 | LF | 209.000 | 198.640 | 198.640 | $350.00 | $0.00 | $69,524.00 | |
0119 | 5" PVC SCH.40 PLASTIC CONDUIT, EXPOSED | 802(B) 8600 | LF | 5,946.000 | 5,805.600 | 5,805.600 | $18.50 | $0.00 | $107,403.60 | |
Subtotals For Category 0130/UTILITY DUCT | $0.00 | $257,414.10 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0201/BRIDGE "A" | ||||||||
0120 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $500,000.00 | $0.00 | $500,000.00 | |
0121 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 3,172.800 | 3,172.800 | 3,172.800 | $65.00 | $0.00 | $206,232.00 | |
0122 | CLSM BACKFILL | 501(G) 6309 | CY | 573.700 | 660.700 | 660.700 | $100.00 | $0.00 | $66,070.00 | |
0123 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 16,658.700 | 16,658.700 | 16,658.700 | $160.00 | $0.00 | $2,665,392.00 | |
0124 | APPROACH SLAB | 504(A) 1304 | SY | 949.200 | 949.200 | 949.200 | $150.00 | $0.00 | $142,380.00 | |
0125 | SAW-CUT GROOVING | 504(B) 1305 | SY | 29,088.600 | 29,088.600 | 29,088.600 | $3.50 | $0.00 | $101,810.10 | |
0126 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 1,122.100 | 1,122.100 | 1,122.100 | $225.00 | $0.00 | $252,472.50 | |
0127 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 8,296.100 | 8,296.100 | 8,296.100 | $70.00 | $0.00 | $580,727.00 | |
0128 | HANDRAILING | 504(F) 6006 | LF | 5,542.000 | 5,542.000 | 5,542.000 | $40.00 | $0.00 | $221,680.00 | |
0129 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 221.000 | 221.000 | 221.000 | $50.00 | $0.00 | $11,050.00 | |
0130 | STRUCTURAL STEEL | 506(A) 1322 | LB | 8,757,798.000 | 8,757,798.000 | 8,757,798.000 | $1.44 | $0.00 | $12,611,229.12 | |
0131 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 491.000 | 491.000 | 491.000 | $2,200.00 | $0.00 | $1,080,200.00 | |
0132 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 649.000 | 649.000 | 649.000 | $2,200.00 | $0.00 | $1,427,800.00 | |
0133 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 1,723.600 | 1,045.350 | 1,045.350 | $32.00 | $0.00 | $33,451.20 | |
0134 | CLASS AA CONCRETE | 509(A) 1326 | CY | 9,571.000 | 9,571.000 | 9,571.000 | $400.00 | $0.00 | $3,828,400.00 | |
0135 | CLASS A CONCRETE | 509(B) 1328 | CY | 9,252.800 | 9,252.800 | 9,252.800 | $450.00 | $0.00 | $4,163,760.00 | |
0136 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,867.500 | 1,128.160 | 1,128.160 | $75.00 | $0.00 | $84,612.00 | |
0137 | REINFORCING STEEL | 511(A) 1332 | LB | 111,031.000 | 111,031.000 | 111,031.000 | $0.85 | $0.00 | $94,376.35 | |
0138 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 4,793,502.000 | 4,793,502.000 | 4,793,502.000 | $0.84 | $0.00 | $4,026,541.68 | |
0139 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 843.900 | 255.650 | 255.650 | $250.00 | $0.00 | $63,912.50 | |
0140 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 422.000 | 0.650 | 0.650 | $375.00 | $0.00 | $243.75 | |
0141 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 241.000 | 261.910 | 261.910 | $40.00 | $0.00 | $10,476.40 | |
0142 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 4,168.000 | 4,353.480 | 4,353.480 | $42.50 | $0.00 | $185,022.90 | |
0143 | PILES, FURNISHED (HP 14X89) | 514(A) 6016 | LF | 448.000 | 588.030 | 588.030 | $65.00 | $0.00 | $38,221.95 | |
0144 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 241.000 | 246.580 | 246.580 | $15.00 | $0.00 | $3,698.70 | |
0145 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 4,168.000 | 4,075.740 | 4,075.740 | $15.00 | $0.00 | $61,136.10 | |
0146 | PILES, DRIVEN (HP 14X89) | 514(B) 6297 | LF | 448.000 | 588.030 | 588.030 | $15.00 | $0.00 | $8,820.45 | |
0147 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 37,022.000 | 37,022.000 | 37,022.000 | $4.00 | $0.00 | $148,088.00 | |
0148 | DRILLED SHAFTS 18" DIAMETER | 516(A) 6089 | LF | 330.000 | 330.950 | 330.950 | $225.00 | $0.00 | $74,463.75 | |
0149 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 322.000 | 316.000 | 316.000 | $350.00 | $0.00 | $110,600.00 | |
0150 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 534.000 | 534.090 | 534.090 | $400.00 | $0.00 | $213,636.00 | |
0151 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 1,397.000 | 1,402.160 | 1,402.160 | $500.00 | $0.00 | $701,080.00 | |
0152 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 231.000 | 231.160 | 231.160 | $750.00 | $0.00 | $173,370.00 | |
0153 | DRILLED SHAFTS 84" DIAMETER | 516(A) 6100 | LF | 3,051.000 | 3,053.870 | 3,053.870 | $850.00 | $0.00 | $2,595,789.50 | |
0154 | CROSSHOLE SONIC LOGGING | 516(C) 6200 | EA | 89.000 | 96.000 | 96.000 | $700.00 | $0.00 | $67,200.00 | |
0155 | CSL ACCESS TUBES | 516(D) 6400 | LF | 33,391.000 | 31,108.710 | 31,108.710 | $8.00 | $0.00 | $248,869.68 | |
0156 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 1,713.100 | 1,713.100 | 1,713.100 | $4.00 | $0.00 | $6,852.40 | |
0157 | SEALER RESIN | 523(B) 6560 | GAL | 14.300 | 14.300 | 14.300 | $200.00 | $0.00 | $2,860.00 | |
0158 | (PL)INSTALLATION OF BRIDGE ITEMS | 542 4600 | LSUM | 1.000 | 1.000 | 1.000 | $1,300,000.00 | $0.00 | $1,300,000.00 | |
0159 | (PL)INSTALLATION OF BRIDGE ITEMS(TYPE A) | 542 4610 | LSUM | 1.000 | 1.000 | 1.000 | $4,900,000.00 | $0.00 | $4,900,000.00 | |
0160 | (PL)INSTALLATION OF BRIDGE ITEMS(TYPE C) | 542 4635 | EA | 63.000 | 45.000 | 45.000 | $13,000.00 | $0.00 | $585,000.00 | |
0161 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 242.000 | 415.760 | 415.760 | $27.50 | $0.00 | $11,433.41 | |
0162 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 46.000 | 187.370 | 187.370 | $20.00 | $0.00 | $3,747.40 | |
0163 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 377.000 | 377.000 | 377.000 | $17.50 | $0.00 | $6,597.50 | |
0164 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 102.000 | 74.000 | 0.000 | 74.000 | $12.50 | $0.00 | $925.00 |
0165 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $2,250,000.00 | $0.00 | $2,250,000.00 | |
0166 | FENCE-STYLE CLF (7' HIGH, CLASS B) | 624(E) 4298 | LF | 339.000 | 419.000 | 0.000 | 419.000 | $60.00 | $0.00 | $25,140.00 |
0167 | GATES-STYLE CLF (8'HIGH X 8'LONG) | 624(F) 5990 | EA | 4.000 | 4.000 | 4.000 | $800.00 | $0.00 | $3,200.00 | |
8000 | TURBIDITY CURTAIN | 221(I) 0500 | LF | 0.000 | 1,500.000 | 1,500.000 | $38.65 | $0.00 | $57,975.00 | |
8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $14,123.71 | $0.00 | $14,123.71 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $49,839.05 | $0.00 | $49,839.05 | |
8004 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $42,728.49 | $0.00 | $42,728.49 | |
8005 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-2,875.08 | $0.00 | $-2,875.08 | |
8008 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-45,000.00 | $0.00 | $-45,000.00 | |
8010 | (PL)REMOVE DRIFT AND SILT | 201 6215 | LSUM | 0.000 | 1.000 | 1.000 | $33,463.80 | $0.00 | $33,463.80 | |
8011 | OBSTRUCTIONS | 516(E) 6500 | LSUM | 0.000 | 1.000 | 1.000 | $26,928.60 | $0.00 | $26,928.60 | |
8012 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 23.000 | 23.000 | $400.00 | $0.00 | $9,200.00 | |
Subtotals For Category 0201/BRIDGE "A" | $0.00 | $46,084,952.91 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0202/BRIDGE "C" | ||||||||
0168 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 580.000 | 870.000 | 870.000 | $75.00 | $0.00 | $65,250.00 | |
0169 | CLASS A CONCRETE | 509(B) 1328 | CY | 129.400 | 143.900 | 143.900 | $500.00 | $0.00 | $71,950.00 | |
0170 | REINFORCING STEEL | 511(A) 1332 | LB | 320.000 | 320.000 | 320.000 | $2.00 | $0.00 | $640.00 | |
0171 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 15,420.000 | 15,370.000 | 15,370.000 | $1.25 | $0.00 | $19,212.50 | |
0172 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 9.000 | 9.000 | 9.000 | $4.00 | $0.00 | $36.00 | |
0173 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 132.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0174 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 47.000 | 47.000 | 47.000 | $1,100.00 | $0.00 | $51,700.00 | |
0175 | (PL)INSTALLATION OF BRIDGE ITEMS | 542 4600 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
0176 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
8006 | PILES, FURNISHED (HP 14X117) | 514(A) 6018 | LF | 0.000 | 287.670 | 287.670 | $87.17 | $0.00 | $25,076.19 | |
8007 | PILES, DRIVEN (HP 14X117) | 514(B) 6299 | LF | 0.000 | 287.670 | 287.670 | $35.25 | $0.00 | $10,140.37 | |
8200 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0202/BRIDGE "C" | $0.00 | $474,005.06 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0203/BRIDGE "D" | ||||||||
0177 | APPROACH SLAB | 504(A) 1304 | SY | 104.000 | 104.000 | 104.000 | $200.00 | $0.00 | $20,800.00 | |
0178 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,246.500 | 1,246.500 | 1,246.500 | $4.00 | $0.00 | $4,986.00 | |
0179 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 63.000 | 63.000 | 63.000 | $245.00 | $0.00 | $15,435.00 | |
0180 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 1,134.600 | 1,134.600 | 1,134.600 | $55.00 | $0.00 | $62,403.00 | |
0181 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,480.000 | 12,593.600 | 0.000 | 12,593.600 | $4.50 | $0.00 | $56,671.20 |
0182 | CLASS AA CONCRETE | 509(A) 1326 | CY | 349.000 | 349.000 | 349.000 | $500.00 | $0.00 | $174,500.00 | |
0183 | SLOPE WALL (4") | 510(C) 6137 | SY | 6.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0184 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 133,440.000 | 133,440.000 | 133,440.000 | $1.00 | $0.00 | $133,440.00 | |
0185 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
0186 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0187 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,589.000 | 1,589.000 | 1,589.000 | $4.00 | $0.00 | $6,356.00 | |
0188 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 160.000 | 160.000 | 160.000 | $4.00 | $0.00 | $640.00 | |
0189 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $200.00 | $0.00 | $400.00 | |
0190 | (SP)CARBON FIBER-REINFORCED POLYMER | 524(A) 6610 | SF | 409.000 | 408.410 | 408.410 | $60.00 | $0.00 | $24,504.60 | |
0191 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 46.000 | 45.380 | 45.380 | $25.00 | $0.00 | $1,134.50 | |
0192 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
Subtotals For Category 0203/BRIDGE "D" | $0.00 | $709,770.30 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0300/TRAFFIC PERMANENT | ||||||||
0193 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 50.500 | 50.500 | 50.500 | $500.00 | $0.00 | $25,250.00 | |
0194 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.960 | 1.960 | 1.960 | $375.00 | $0.00 | $735.00 | |
0195 | REINFORCING STEEL | 804(B) 2916 | LB | 336.000 | 336.000 | 336.000 | $1.60 | $0.00 | $537.60 | |
0196 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $6,500.00 | $0.00 | $6,500.00 | |
0197 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
0198 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 14.000 | 14.000 | 14.000 | $55.00 | $0.00 | $770.00 | |
0199 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 248.690 | 232.190 | 232.190 | $15.00 | $0.00 | $3,482.85 | |
0200 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 123.750 | 123.750 | 123.750 | $21.50 | $0.00 | $2,660.63 | |
0201 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 887.250 | 1,036.750 | 1,036.750 | $21.50 | $0.00 | $22,290.13 | |
0202 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 57.000 | 86.580 | 86.580 | $32.00 | $0.00 | $2,770.56 | |
0203 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 38.750 | 42.830 | 42.830 | $21.00 | $0.00 | $899.43 | |
0204 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 132.750 | 132.920 | 132.920 | $7.00 | $0.00 | $930.44 | |
0205 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.65' | 852A/B 8952 | EA | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0206 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.75' | 852A/B 8958 | EA | 1.000 | 1.000 | 1.000 | $61,000.00 | $0.00 | $61,000.00 | |
0207 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.80' | 852A/B 8964 | EA | 1.000 | 1.000 | 1.000 | $62,000.00 | $0.00 | $62,000.00 | |
0208 | OVHD.SN.STR.TYPE E-1 ALUM./G.STL. | 852A/B 9015 | EA | 1.000 | 1.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
0209 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 30,656.000 | 1,856.000 | 1,856.000 | $0.70 | $0.00 | $1,299.20 | |
0210 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 13,098.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0211 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 6,908.000 | 0.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
0212 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 4,481.000 | 0.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0213 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 9.000 | 0.000 | 0.000 | $215.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC PERMANENT | $0.00 | $258,225.84 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
0214 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 61,730.000 | 118,376.500 | 118,376.500 | $0.45 | $0.00 | $53,269.43 | |
0215 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 25,199.000 | 24,047.000 | 24,047.000 | $0.55 | $0.00 | $13,225.85 | |
0216 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 5,540.000 | 1,137.000 | 1,137.000 | $2.15 | $0.00 | $2,444.55 | |
0217 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 2,805.000 | 2,860.000 | 2,860.000 | $33.00 | $0.00 | $94,380.00 | |
0218 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 11,091.000 | 10,355.000 | 10,355.000 | $15.00 | $0.00 | $155,325.00 | |
0219 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 8,201.000 | 2,662.000 | 2,662.000 | $2.50 | $0.00 | $6,655.00 | |
0220 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 85,440.000 | 88,646.000 | 88,646.000 | $0.17 | $0.00 | $15,069.82 | |
0221 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 2,600.000 | 2,317.000 | 2,317.000 | $3.15 | $0.00 | $7,298.55 | |
0222 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 139,480.000 | 115,083.000 | 115,083.000 | $0.17 | $0.00 | $19,564.11 | |
0223 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 31,880.000 | 72,505.000 | 72,505.000 | $0.80 | $0.00 | $58,004.00 | |
0224 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 48,080.000 | 55,856.000 | 55,856.000 | $2.10 | $0.00 | $117,297.60 | |
0225 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 5,200.000 | 6,236.000 | 6,236.000 | $2.65 | $0.00 | $16,525.40 | |
0226 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 45,900.000 | 39,034.000 | 39,034.000 | $0.27 | $0.00 | $10,539.18 | |
0227 | WING BARRICADES | 880(C) 8848 | SD | 5,200.000 | 7,662.000 | 7,662.000 | $0.55 | $0.00 | $4,214.10 | |
0228 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 35,600.000 | 93,153.000 | 93,153.000 | $0.52 | $0.00 | $48,439.56 | |
0229 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 120,960.000 | 145,489.000 | 145,489.000 | $0.01 | $0.00 | $1,454.89 | |
0230 | DRUMS | 880(F) 8878 | SD | 177,900.000 | 268,221.000 | 268,221.000 | $0.21 | $0.00 | $56,326.41 | |
0231 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 320.000 | 324.500 | 324.500 | $57.50 | $0.00 | $18,658.75 | |
0232 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 25,380.000 | 19,360.000 | 19,360.000 | $10.50 | $0.00 | $203,280.00 | |
0233 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 12,960.000 | 15,600.000 | 15,600.000 | $10.50 | $0.00 | $163,800.00 | |
0234 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,080.000 | 1,206.000 | 1,206.000 | $26.50 | $0.00 | $31,959.00 | |
0235 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 540.000 | 603.000 | 603.000 | $445.00 | $0.00 | $268,335.00 | |
0236 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 3,620.000 | 170.000 | 170.000 | $10.50 | $0.00 | $1,785.00 | |
Subtotals For Category 0301/TRAFFIC CONTROL | $0.00 | $1,367,851.20 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0330/LIGHTING | ||||||||
0237 | (SP) EMERGENCY CALL BOX | 630 0100 | EA | 7.000 | 0.000 | 0.000 | $10,500.00 | $0.00 | $0.00 | |
0238 | (SP) UTILITY BUILDING (ELECTRICAL) | 648(C) 0300 | LSUM | 1.000 | 1.000 | 1.000 | $300,000.00 | $0.00 | $300,000.00 | |
0239 | 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8300 | LF | 7,400.000 | 3,331.980 | 3,331.980 | $35.75 | $0.00 | $119,118.29 | |
0240 | 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8302 | LF | 2,400.000 | 1,713.990 | 1,713.990 | $40.00 | $0.00 | $68,559.60 | |
0241 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 14,000.000 | 7,862.520 | 7,862.520 | $25.25 | $0.00 | $198,528.63 | |
0242 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 500.000 | 22.000 | 22.000 | $5.50 | $0.00 | $121.00 | |
0243 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 9,000.000 | 3,116.330 | 3,116.330 | $5.95 | $0.00 | $18,542.16 | |
0244 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 1,100.000 | 0.000 | 0.000 | $12.65 | $0.00 | $0.00 | |
0245 | 4" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8348 | LF | 300.000 | 210.000 | 210.000 | $42.15 | $0.00 | $8,851.50 | |
0246 | 4" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8350 | LF | 100.000 | 0.000 | 0.000 | $18.50 | $0.00 | $0.00 | |
0247 | (PL)LIQUID TIGHT FLEXIBLE CONDUIT | 802(B) 8570 | LF | 800.000 | 502.000 | 502.000 | $44.75 | $0.00 | $22,464.50 | |
0248 | (PL)JUNCTION BOX(SPECIAL) | 802(E) 8374 | EA | 86.000 | 58.000 | 58.000 | $3,200.00 | $0.00 | $185,600.00 | |
0249 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 13.000 | 6.000 | 6.000 | $635.00 | $0.00 | $3,810.00 | |
0250 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.000 | 20.000 | 20.000 | $800.00 | $0.00 | $16,000.00 | |
0251 | REINFORCING STEEL | 804(B) 2916 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $2.15 | $0.00 | $2,257.50 | |
0252 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 35.000 | 38.000 | 38.000 | $800.00 | $0.00 | $30,400.00 | |
0253 | 40' MTG & 6' HLMA(G.STL.) | 806(C) 8920 | EA | 62.000 | 62.000 | 62.000 | $7,350.00 | $0.00 | $455,700.00 | |
0254 | 40' MTG & 8' HLMA(G.STL.) | 806(C) 8922 | EA | 8.000 | 8.000 | 8.000 | $7,900.00 | $0.00 | $63,200.00 | |
0255 | 40' MTG & 10' HLMA(G.STL.) | 806(C) 8924 | EA | 4.000 | 4.000 | 4.000 | $8,500.00 | $0.00 | $34,000.00 | |
0256 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 6.000 | 6.000 | 6.000 | $850.00 | $0.00 | $5,100.00 | |
0257 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 31,000.000 | 21,579.900 | 21,579.900 | $4.00 | $0.00 | $86,319.60 | |
0258 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 76,500.000 | 20,877.940 | 20,877.940 | $3.40 | $0.00 | $70,985.00 | |
0259 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 20,000.000 | 11,548.700 | 11,548.700 | $2.40 | $0.00 | $27,716.88 | |
0260 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 13,500.000 | 13,131.000 | 13,131.000 | $1.60 | $0.00 | $21,009.60 | |
0261 | (SP)CCTV CAMERA, WEB | 815(A) 8615 | EA | 14.000 | 0.000 | 0.000 | $9,500.00 | $0.00 | $0.00 | |
0262 | (SP)FIBER OPTIC CABLE, 12 SMF | 818(A) 8710 | LF | 4,000.000 | 0.000 | 0.000 | $12.65 | $0.00 | $0.00 | |
Subtotals For Category 0330/LIGHTING | $0.00 | $1,738,284.26 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0600/STAKING | ||||||||
0263 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $150,000.00 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0640/CONSTRUCTION | ||||||||
0264 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0265 | CONTRACTOR HEALTH SAFETY PLAN | 620(C) 5910 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0266 | CONTAMINATED MATERIALS MANAGEMENT PLAN | 620(C) 5920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0267 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
0268 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $2,500,000.00 | $0.00 | $2,500,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $2,587,500.00 | ||||||||
Fed/State Project Number: IM-TIGR(497)SS | Project: 26604(04) | Category: 0900/NON-PARTICIPATING ITEMS | ||||||||
0269 | 15' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8987 | EA | 20.000 | 0.000 | 0.000 | $8,200.00 | $0.00 | $0.00 | |
0270 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 74.000 | 74.000 | 74.000 | $2,200.00 | $0.00 | $162,800.00 | |
0271 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 119.000 | 0.000 | 0.000 | $2,300.00 | $0.00 | $0.00 | |
0272 | POST TOP LUMINAIRE | 809(C) 8399 | EA | 22.000 | 0.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
8013 | (PL)INSTALLATION OF BRIDGE ITEMS(TYPE C) | 542 4635 | EA | 0.000 | 18.000 | 18.000 | $11,450.00 | $0.00 | $206,100.00 | |
9000 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 0.000 | 202.000 | 202.000 | $28.75 | $0.00 | $5,807.50 | |
Subtotals For Category 0900/NON-PARTICIPATING ITEMS | $0.00 | $374,707.50 | ||||||||
Subtotals For Project IM-TIGR(497)SS /26604(04) | $-0.13 | $62,275,880.46 |