Contract ID: | 110453 | Estimate Number: | 0035 , Final | Spec Year: | 2009 | |||
Primary JP: | 27146(04) | Residency: | CEC , INC. (08003) | Contract No: | 710400 | |||
Date Created: | 04/07/2017 | Contractor FEI: | 731133882 | Account No: | 400800 |
Project Number(s): | IMY-244-2(500)014, IMY-244-2(499)011 | ||||||||
Contract Description: | BRIDGE AND PAVEMENT REHABILITATION I-244: FROM 73RD STREET, EXTEND EAST TO THE I-44 INTERCHANGE IN THE CITY OF TULSA. PROJECT LENGTH = 4.333 MILES. | ||||||||
Primary County: | TULSA | ||||||||
Name of Road: | I-244 | ||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | Time Charged: | 408.00 | ||||||
1640 S. 101ST. E AVENUE | Time Allowed: | 420.00 | |||||||
TULSA , OK 74128 | Percent Time: | 97.14 % |
Paid To Date: | $34,550,587.09 | Payable This Statement: | $61,909.68 |
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. |
SHERWOOD CONSTRUCTION CO., INC. |
_________________________________________________ |
Affiant Signature |
_________________________________________________ |
Affiant Printed Name |
PE Seal |
_________________________________________________ |
Affiant Company Position |
Subscribed and sworn to before me this ______ day of ____________, 20____ |
My Commission Number: ____________ My Commission Expires: ______________ |
_________________________________________________ |
_________________________________________________ |
Professional Engineer Signature |
Oklahoma Department of Transportation |
Corporate Seal |
Notary Seal |
Contract ID: | 110453 | Estimate Number: | 0035 | Contract No: | 710400 | |||
Residency: | CEC , INC. (08003) | Estimate Type: | Final | Account No: | 400800 | |||
Project Number(s): | IMY-244-2(500)014, IMY-244-2(499)011 | ||||||||||||
Primary Job Piece No: | 27146(04) | ||||||||||||
Contract Description: | BRIDGE AND PAVEMENT REHABILITATION I-244: FROM 73RD STREET, EXTEND EAST TO THE I-44 INTERCHANGE IN THE CITY OF TULSA. PROJECT LENGTH = 4.333 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | I-244 | ||||||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | ||||||||||||
1640 S. 101ST. E AVENUE | |||||||||||||
TULSA , OK 74128 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 10/15/2016 TO 02/27/2017 |
Date Awarded: | 10/03/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 420 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | 10/07/2013 | Current Time Charged: | 408.00 |
Date NTP Issued: | 10/20/2011 | Completion Date: | 10/07/2013 | Current Time Allowed: | 420.00 |
General Liability Expires: | 01/01/2018 | Workman's Comp Expires: | 01/01/2018 | Percent Time Used: | 97.14 % |
Specification Year: | 2009 | ||||
Bid Amount: | $35,057,955.07 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $36,232,845.06 | Participating: | $34,512,112.06 | $34,452,626.33 | $59,485.73 | ||
Percent Complete: | 95.36 % | Non Participating: | $56,738.49 | $56,738.49 | $0.00 | ||
Unearned Balance: | $1,682,257.97 | Total Earnings: | $34,568,850.55 | $34,509,364.82 | $59,485.73 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $34,568,850.55 | $34,509,364.82 | $59,485.73 | ||||
Other Adjustments: | $-18,263.46 | $-20,687.41 | $2,423.95 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $34,550,587.09 | $34,488,677.41 | $61,909.68 |
Contract ID: | 110453 | Estimate Number: | 0035 | Primary JP: | 27146(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adding seven new items & reducing the quantity on six items | Approved | 05/11/2012 | 0.0 | $-177,705.20 |
002 | adding fifteen new items to the contract & correcting one | Approved | 02/05/2013 | 0.0 | $235,198.61 |
003 | To modify the plan phase of construction. | Approved | 08/24/2012 | 0.0 | $0.00 |
004 | Compensate Contractor for B Time & C Time. | Approved | 04/01/2013 | 0.0 | $800,000.00 |
005 | Adding new items and Deleting items | Approved | 07/01/2013 | 0.0 | $60,375.95 |
006 | This Change Order is needed to add 7 items to the contract. | Approved | 01/06/2014 | 0.0 | $19,833.72 |
007 | Changing the unit price for pier mounted lighted pole bckt. | Approved | 04/10/2015 | 0.0 | $-5,594.27 |
008 | Pavement/Bridge Smoothness Bonus | Approved | 01/04/2016 | 0.0 | $59,481.71 |
009 | Final Quantity Change Order | Approved | 02/08/2017 | 0.0 | $-1,480,695.34 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-27,198.14 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $34,501.59 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-98.66 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-8,705.32 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-29,941.61 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-98.66 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-8,705.32 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-29,941.61 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-29,941.61 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-8,705.32 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-98.66 |
26300(09) | 0012 | Stockpiled Material Closure | 0034 | $-0.01 | |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-2,220.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $16,633.26 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-14,413.01 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,269.86 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0012 | $-12,136.89 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-21,360.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-2,220.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-11,552.47 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-2,220.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-21,360.24 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-12,626.78 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0012 | $-12,136.89 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $48,344.17 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $12,926.38 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-12,926.38 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $34,292.22 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-34,292.22 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-13,772.12 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $13,772.12 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $34,249.60 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-34,249.60 |
26300(09) | 0093 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
26300(09) | 0093 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0023 | $-2,542.48 |
26300(09) | 0093 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
26300(09) | 0093 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0023 | $-849.23 |
26300(09) | 0093 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0023 | $-6,286.91 |
26300(09) | 0093 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
26300(09) | 0093 | HARDWARE | Stockpiled Material Adjustment | 0023 | $-1,381.96 |
26300(09) | 0093 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
26300(09) | 0093 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0023 | $-1,585.78 |
26300(09) | 0093 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
26300(09) | 0093 | PIPE BENDING | Stockpiled Material Adjustment | 0023 | $-2,061.67 |
26300(09) | 0093 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0093 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
26300(09) | 0093 | STEEL PIPE | Stockpiled Material Adjustment | 0023 | $-10,496.23 |
26300(09) | 0093 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0023 | $-6.02 |
26300(09) | 0093 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
26300(09) | 0094 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
26300(09) | 0094 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0024 | $-2,542.48 |
26300(09) | 0094 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0024 | $-6,286.91 |
26300(09) | 0094 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
26300(09) | 0094 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
26300(09) | 0094 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0024 | $-849.23 |
26300(09) | 0094 | HARDWARE | Stockpiled Material Adjustment | 0024 | $-1,381.96 |
26300(09) | 0094 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
26300(09) | 0094 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
26300(09) | 0094 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0024 | $-1,585.78 |
26300(09) | 0094 | PIPE BENDING | Stockpiled Material Adjustment | 0024 | $-2,061.67 |
26300(09) | 0094 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0094 | STEEL PIPE | Stockpiled Material Adjustment | 0024 | $-10,496.23 |
26300(09) | 0094 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
26300(09) | 0094 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0024 | $-6.02 |
26300(09) | 0094 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
26300(09) | 0095 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
26300(09) | 0095 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0023 | $-2,542.48 |
26300(09) | 0095 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0023 | $-6,286.91 |
26300(09) | 0095 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
26300(09) | 0095 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0023 | $-849.23 |
26300(09) | 0095 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
26300(09) | 0095 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
26300(09) | 0095 | HARDWARE | Stockpiled Material Adjustment | 0023 | $-1,381.96 |
26300(09) | 0095 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
26300(09) | 0095 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0023 | $-1,585.78 |
26300(09) | 0095 | PIPE BENDING | Stockpiled Material Adjustment | 0023 | $-2,061.67 |
26300(09) | 0095 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0095 | STEEL PIPE | Stockpiled Material Adjustment | 0023 | $-10,496.23 |
26300(09) | 0095 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
26300(09) | 0095 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0023 | $-6.02 |
26300(09) | 0095 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Initial Payment | 0013 | $77,544.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0020 | $-12,206.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0026 | $-15,796.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0024 | $-24,412.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0018 | $-25,130.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0020 | $-4,352.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0026 | $-5,632.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0018 | $-8,960.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0024 | $-8,704.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Initial Payment | 0013 | $27,648.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Initial Payment | 0001 | $26,076.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Adjustment | 0018 | $-17,220.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Adjustment | 0020 | $-8,364.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Adjustment | 0024 | $-492.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0002 | $20,615.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $-20,615.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0002 | $1,650.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $-1,650.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0005 | $27,060.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0018 | $-17,220.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0024 | $-1,476.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0020 | $-8,364.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0024 | $-3,353.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0018 | $-3,452.40 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0026 | $-2,170.08 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0020 | $-1,676.88 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Initial Payment | 0005 | $10,653.12 |
26300(09) | 0113 | XHHW-4-BLACK-STRANDED | Stockpiled Material Adjustment | 0032 | $-22,405.36 |
26300(09) | 0113 | XHHW-4-BLACK-STRANDED | Stockpiled Material Initial Payment | 0013 | $22,405.36 |
26300(09) | 0113 | XHHW 4 WHITE | Stockpiled Material Initial Payment | 0013 | $15,823.00 |
26300(09) | 0113 | XHHW 4 WHITE | Stockpiled Material Adjustment | 0032 | $-15,823.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $49,418.49 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-8,194.48 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.01 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-11,547.45 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $11,547.45 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.24 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,269.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,445.89 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,627.96 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.85 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,803.99 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.23 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.24 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,269.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,445.89 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.23 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $31,710.91 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-1,206.82 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.85 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $31,842.78 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-20,848.11 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,994.67 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,994.66 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-23,297.56 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $34,292.22 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,994.66 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $21,365.83 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-10,371.17 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,981.00 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $34,249.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-23,268.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $34,249.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,981.00 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-23,268.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-9,496.48 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $20,477.48 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,981.00 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Initial Payment | 0011 | $22,509.00 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0011 | $-5,105.70 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Closure | 0020 | $-10,859.22 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0012 | $-4,611.60 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0017 | $-1,054.08 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0018 | $-878.40 |
27146(04) | 0317 | QGELITE 2FT0IN WIDE 8 BAY IMPACT ATTEN. | Stockpiled Material Initial Payment | 0014 | $33,780.88 |
27146(04) | 0317 | QGELITE 2FT0IN WIDE 8 BAY IMPACT ATTEN. | Stockpiled Material Adjustment | 0014 | $-33,780.88 |
27146(04) | 0354 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0354 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0023 | $-2,542.48 |
27146(04) | 0354 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0023 | $-6,286.91 |
27146(04) | 0354 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0354 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0023 | $-849.23 |
27146(04) | 0354 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
27146(04) | 0354 | HARDWARE | Stockpiled Material Adjustment | 0023 | $-1,381.96 |
27146(04) | 0354 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
27146(04) | 0354 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
27146(04) | 0354 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0023 | $-1,585.78 |
27146(04) | 0354 | PIPE BENDING | Stockpiled Material Adjustment | 0023 | $-2,061.67 |
27146(04) | 0354 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
27146(04) | 0354 | STEEL PIPE | Stockpiled Material Adjustment | 0023 | $-10,496.23 |
27146(04) | 0354 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
27146(04) | 0354 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Adjustment | 0023 | $-6.02 |
27146(04) | 0354 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0355 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0024 | $-2,542.48 |
27146(04) | 0355 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0355 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0024 | $-6,286.91 |
27146(04) | 0355 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0355 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0024 | $-849.23 |
27146(04) | 0355 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
27146(04) | 0355 | HARDWARE | Stockpiled Material Adjustment | 0024 | $-1,381.96 |
27146(04) | 0355 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
27146(04) | 0355 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0024 | $-1,585.78 |
27146(04) | 0355 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
27146(04) | 0355 | PIPE BENDING | Stockpiled Material Adjustment | 0024 | $-2,061.67 |
27146(04) | 0355 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
27146(04) | 0355 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
27146(04) | 0355 | STEEL PIPE | Stockpiled Material Adjustment | 0024 | $-10,496.23 |
27146(04) | 0355 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0355 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Adjustment | 0024 | $-6.02 |
27146(04) | 0356 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $5,084.96 |
27146(04) | 0356 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0022 | $-5,084.96 |
27146(04) | 0356 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $12,573.82 |
27146(04) | 0356 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0022 | $-12,573.82 |
27146(04) | 0356 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0022 | $-1,698.46 |
27146(04) | 0356 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,698.46 |
27146(04) | 0356 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $2,763.92 |
27146(04) | 0356 | HARDWARE | Stockpiled Material Adjustment | 0022 | $-2,763.92 |
27146(04) | 0356 | STEEL PLATE, BEAM AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $3,171.56 |
27146(04) | 0356 | STEEL PLATE, BEAM AND FLAT BAR | Stockpiled Material Adjustment | 0022 | $-3,171.56 |
27146(04) | 0356 | PIPE BENDING | Stockpiled Material Adjustment | 0022 | $-4,123.34 |
27146(04) | 0356 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $4,123.34 |
27146(04) | 0356 | STEEL PIPE | Stockpiled Material Adjustment | 0022 | $-20,992.46 |
27146(04) | 0356 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $20,992.46 |
27146(04) | 0356 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $12.04 |
27146(04) | 0356 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Adjustment | 0022 | $-12.04 |
27146(04) | 0357 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0357 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0022 | $-2,542.48 |
27146(04) | 0357 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0357 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0022 | $-6,286.91 |
27146(04) | 0357 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0022 | $-849.23 |
27146(04) | 0357 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
27146(04) | 0357 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
27146(04) | 0357 | HARDWARE | Stockpiled Material Adjustment | 0022 | $-1,381.96 |
27146(04) | 0357 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
27146(04) | 0357 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0022 | $-1,585.78 |
27146(04) | 0357 | PIPE BENDING | Stockpiled Material Adjustment | 0022 | $-2,061.67 |
27146(04) | 0357 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
27146(04) | 0357 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
27146(04) | 0357 | STEEL PIPE | Stockpiled Material Adjustment | 0022 | $-10,496.23 |
27146(04) | 0357 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0357 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0022 | $-6.02 |
27146(04) | 0358 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0022 | $-10,169.92 |
27146(04) | 0358 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $10,169.92 |
27146(04) | 0358 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0022 | $-25,147.64 |
27146(04) | 0358 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $25,147.64 |
27146(04) | 0358 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0022 | $-3,396.92 |
27146(04) | 0358 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $3,396.92 |
27146(04) | 0358 | HARDWARE | Stockpiled Material Adjustment | 0022 | $-5,527.84 |
27146(04) | 0358 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $5,527.84 |
27146(04) | 0358 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0022 | $-6,343.12 |
27146(04) | 0358 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $6,343.12 |
27146(04) | 0358 | PIPE BENDING | Stockpiled Material Adjustment | 0022 | $-8,246.68 |
27146(04) | 0358 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $8,246.68 |
27146(04) | 0358 | STEEL PIPE | Stockpiled Material Adjustment | 0022 | $-41,984.92 |
27146(04) | 0358 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $41,984.92 |
27146(04) | 0358 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $24.08 |
27146(04) | 0358 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0022 | $-24.08 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0014 | $-7,898.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Closure | 0033 | $-21,540.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0020 | $-12,924.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Initial Payment | 0013 | $83,288.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0016 | $-4,308.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0024 | $-15,078.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0026 | $-12,924.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0022 | $-8,616.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Closure | 0033 | $-13,056.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0020 | $-4,608.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0026 | $-4,608.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0016 | $-1,536.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Initial Payment | 0013 | $29,696.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0014 | $2,560.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0024 | $-5,376.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0022 | $-3,072.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0014 | $-5,412.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0005 | $64,452.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0012 | $-13,776.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0030 | $-8,364.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0022 | $-5,904.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0026 | $-8,856.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0016 | $-2,952.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0020 | $-8,856.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0024 | $-10,332.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $0.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0020 | $-1,775.52 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0016 | $-591.84 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0014 | $-1,085.04 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0012 | $-2,761.92 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0026 | $-493.20 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0024 | $-2,071.44 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0022 | $-1,183.68 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Initial Payment | 0005 | $9,962.64 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Double Mast Arm) | Stockpiled Material Initial Payment | 0005 | $1,650.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Double Mast Arm) | Stockpiled Material Adjustment | 0012 | $-1,650.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0022 | $250,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $150,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0034 | $-400,000.00 | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 7,732.00 | $0.05 | $414.05 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 1,848.00 | $0.02 | $43.52 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 1,700.70 | $-0.06 | $-111.48 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 15,315.58 | $-0.06 | $-1,003.94 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0034 | 1,450.33 | $-0.42 | $-612.84 |
26300(09) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 103.36 | $0.63 | $65.86 |
26300(09) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | -296.68 | $-12.51 | $3,713.60 |
26300(09) | 0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 1,237.65 | $-0.17 | $-214.83 |
26300(09) | 0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | -33.00 | $0.43 | $-14.47 |
26300(09) | 0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 83.76 | $-13.82 | $-1,157.65 |
26300(09) | 0022 | P.C. CONCRETE FOR PAVEMENT | * QAQC | 0026 | 0.00 | $0.00 | $-139.01 |
26300(09) | 0024 | 42" F-SHAPED PARAPET | * QAQC | 0024 | 0.00 | $0.00 | $-1,043.19 |
26300(09) | 0024 | 42" F-SHAPED PARAPET | * QAQC | 0026 | 0.00 | $0.00 | $-4,438.81 |
26300(09) | 0052 | CLSM BACKFILL | * COMPRESSIVE STRENGTH | 0024 | 0.00 | $0.00 | $-4,937.51 |
26300(09) | 0076 | DRILLED SHAFTS 60" DIAMETER | * COMPRESSIVE STRENGTH | 0026 | 0.00 | $0.00 | $-1,298.77 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 1,376.04 | $0.55 | $767.21 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 242.37 | $0.55 | $135.13 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | -101.36 | $-0.03 | $3.30 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | -0.29 | $-10.95 | $3.18 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 6,390.00 | $0.01 | $112.15 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 488.00 | $0.01 | $8.56 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 7,740.00 | $0.05 | $414.48 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 4,360.00 | $0.05 | $233.48 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 752.00 | $0.02 | $17.71 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 788.00 | $0.02 | $18.56 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 2,184.00 | $-0.01 | $-25.23 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 340.50 | $-0.01 | $-3.93 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 879.50 | $-0.06 | $-57.65 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 5,912.00 | $-0.06 | $-387.53 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0034 | 1,863.51 | $-0.42 | $-787.43 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 16.06 | $0.63 | $10.23 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 38.20 | $0.63 | $24.34 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 90.69 | $0.63 | $57.79 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 165.08 | $-12.51 | $-2,066.34 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 30.73 | $0.63 | $19.58 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 94.52 | $0.63 | $60.23 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 54.34 | $0.63 | $34.63 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 101.36 | $-0.03 | $-3.77 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 886.84 | $-0.17 | $-153.94 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 739.16 | $-0.17 | $-128.30 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 236.56 | $-0.17 | $-41.06 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 276.64 | $-0.17 | $-48.02 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 62.55 | $0.70 | $44.01 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 51.43 | $0.70 | $36.19 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | -19.20 | $-13.82 | $265.37 |
27146(04) | 0139 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-2,028.28 | $-2,028.28 |
27146(04) | 0141 | P.C. CONCRETE FOR PAVEMENT | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-165.36 | $-165.36 |
27146(04) | 0141 | P.C. CONCRETE FOR PAVEMENT | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-308.68 | $-308.68 |
27146(04) | 0141 | P.C. CONCRETE FOR PAVEMENT | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-66.15 | $-66.15 |
27146(04) | 0142 | 42" F-SHAPED PARAPET | * QAQC | 0024 | 0.00 | $0.00 | $-923.90 |
27146(04) | 0144 | CLASS C CONCRETE | * QAQC | 0026 | 0.00 | $0.00 | $-165.55 |
27146(04) | 0210 | 42" F-SHAPED PARAPET | * QAQC | 0026 | 0.00 | $0.00 | $-1,389.94 |
27146(04) | 0302 | RAPID CURE JOINT SEALANT | * Missing Material Certification | 0034 | 83.70 | $-28.96 | $-2,423.95 |
27146(04) | 0302 | RAPID CURE JOINT SEALANT | * Missing Material Certification | 0035 | 83.70 | $28.96 | $2,423.95 |
27146(04) | 8016 | APPROACH SLAB | * QAQC | 0026 | 0.00 | $0.00 | $-1,043.06 | Subtotals For Line Item Adjustments | $-18,263.46 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 02/06/2012 | 02/19/2013 | 400.00 DYS | $15,000.00 | Y | |||
02 | TIME 'C' BID | 10/08/2012 | 12/22/2012 | 130.00 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: | 110453 | Estimate Number: | 0035 | Primary JP: | 27146(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: IMY-244-2(500)014 | Project: 26300(09) | Category: 0100/ROADWAY - IMY-244-2(500)014 | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 28,000.000 | 29,922.610 | 29,922.610 | $9.05 | $0.00 | $270,799.63 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,000.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 41,900.000 | 28,201.430 | 28,201.430 | $2.56 | $0.00 | $72,195.66 | |
0004 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 30.000 | 252.000 | 252.000 | $7.11 | $0.00 | $1,791.72 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 28,000.000 | 37,909.650 | 37,909.650 | $1.44 | $0.00 | $54,589.90 | |
0006 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.000 | 0.000 | 0.000 | $207.34 | $0.00 | $0.00 | |
0007 | MOWING | 241 2832 | AC | 225.000 | 0.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
0008 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 19,017.000 | 16,623.080 | 16,623.080 | $26.93 | $0.00 | $447,659.56 | |
0009 | LIME | 307(D) 4230 | TON | 2,261.000 | 0.000 | 0.000 | $156.37 | $0.00 | $0.00 | |
0010 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 104,690.000 | 0.000 | 0.000 | $1.96 | $0.00 | $0.00 | |
0011 | CEMENT TREATED BASE | 317 4270 | SY | 104,690.000 | 98,262.610 | 98,262.610 | $10.91 | $0.00 | $1,072,045.07 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 135,270.000 | 126,550.210 | 126,550.210 | $1.10 | $0.00 | $139,205.23 | |
0013 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 5,000.000 | 0.000 | 0.000 | $2.60 | $0.00 | $0.00 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,176.000 | 2,820.820 | 2,820.820 | $11.54 | $0.00 | $32,552.26 | |
0015 | PRIME COAT | 408 5774 | GAL | 39,665.000 | 0.000 | 0.000 | $3.94 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 500.000 | 83.780 | 83.780 | $90.00 | $0.00 | $7,540.20 | |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 37.000 | 140.830 | 140.830 | $80.00 | $0.00 | $11,266.40 | |
0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 1,515.000 | 1,304.420 | 1,304.420 | $90.00 | $0.00 | $117,397.80 | |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 15,200.000 | 0.000 | 0.000 | $1.11 | $0.00 | $0.00 | |
0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 28,031.000 | 25,555.060 | 25,555.060 | $11.58 | $0.00 | $295,927.59 | |
0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 67,251.000 | 63,499.480 | 63,499.480 | $12.67 | $0.00 | $804,538.40 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 25,144.000 | 23,510.400 | 23,510.400 | $89.79 | $0.00 | $2,110,998.83 | |
0023 | CONCRETE PARAPET | 504(E) 1381 | LF | 842.000 | 871.500 | 871.500 | $61.35 | $0.00 | $53,466.53 | |
0024 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,271.000 | 4,901.500 | 4,901.500 | $52.16 | $0.00 | $255,662.24 | |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 50.000 | 2.720 | 2.720 | $300.00 | $0.00 | $816.00 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 251.000 | 204.640 | 204.640 | $212.25 | $0.00 | $43,434.88 | |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 154,713.000 | 148,574.330 | 148,574.330 | $0.75 | $0.00 | $111,430.75 | |
0028 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 1,500.000 | 1,857.500 | 1,857.500 | $1.37 | $0.00 | $2,544.77 | |
0029 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 4,000.000 | 131.790 | 131.790 | $34.15 | $0.00 | $4,500.64 | |
0030 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 500.000 | 0.000 | 0.000 | $57.41 | $0.00 | $0.00 | |
0031 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 500.000 | 0.000 | 0.000 | $69.37 | $0.00 | $0.00 | |
0032 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 500.000 | 0.000 | 0.000 | $99.60 | $0.00 | $0.00 | |
0033 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 500.000 | 0.000 | 0.000 | $119.73 | $0.00 | $0.00 | |
0034 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 8,500.000 | 0.000 | 0.000 | $14.66 | $0.00 | $0.00 | |
0035 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 500.000 | 7,930.810 | 7,930.810 | $9.77 | $0.00 | $77,484.01 | |
0036 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 42,342.000 | 38,900.240 | 38,900.240 | $4.65 | $0.00 | $180,886.12 | |
0037 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 4,235.000 | 4,114.000 | 4,114.000 | $11.21 | $0.00 | $46,117.95 | |
0038 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 212.000 | 98.000 | 98.000 | $190.36 | $0.00 | $18,655.28 | |
0039 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 5,000.000 | 2,161.100 | 2,161.100 | $2.00 | $0.00 | $4,322.20 | |
0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 36,421.000 | 35,034.820 | 35,034.820 | $2.50 | $0.00 | $87,587.06 | |
0041 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 57,841.000 | 59,006.420 | 59,006.420 | $3.50 | $0.00 | $206,522.47 | |
0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 4,632.000 | 4,802.000 | 4,802.000 | $3.01 | $0.00 | $14,454.02 | |
0043 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 210.000 | 258.000 | 258.000 | $23.27 | $0.00 | $6,003.67 | |
0044 | SAWING PAVEMENT | 619(C) 0924 | LF | 21,000.000 | 15,231.500 | 15,231.500 | $1.61 | $0.00 | $24,522.71 | |
0045 | CLEAN STORM DRAIN, 12" TO 30" DIAMETER | 619(H) 0200 | LF | 1,025.000 | 418.000 | 418.000 | $4.75 | $0.00 | $1,985.50 | |
0046 | CLEAN STORM DRAIN, 36" TO 60" DIAMETER | 619(H) 0210 | LF | 715.000 | 186.000 | 186.000 | $7.25 | $0.00 | $1,348.50 | |
0047 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 400.000 | 867.000 | 867.000 | $15.64 | $0.00 | $13,559.88 | |
0048 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 2.000 | 0.000 | 0.000 | $2,548.29 | $0.00 | $0.00 | |
0049 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 1.000 | 3.000 | 3.000 | $2,200.79 | $0.00 | $6,602.37 | |
0050 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 1.000 | 0.000 | 0.000 | $1,476.85 | $0.00 | $0.00 | |
0051 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 12.000 | 11.000 | 11.000 | $10,869.11 | $0.00 | $119,560.21 | |
8003 | FLY ASH | 307(A) 4200 | TON | 0.000 | 6,681.140 | 6,681.140 | $71.01 | $0.00 | $474,427.75 | |
8004 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 98,262.610 | 98,262.610 | $1.67 | $0.00 | $164,098.55 | |
8005 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 0.000 | 0.000 | $90.44 | $0.00 | $0.00 | |
8026 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 0.000 | 1.000 | 1.000 | $758.65 | $0.00 | $758.65 | |
8027 | INCENTIVE FOR EARLY COMPLETION | 108 0175 | DAY | 0.000 | 20.000 | 20.000 | $15,000.00 | $0.00 | $300,000.00 | |
8028 | INCENTIVE FOR EARLY COMPLETION | 108 0175 | DAY | 0.000 | 50.000 | 50.000 | $10,000.00 | $0.00 | $500,000.00 | |
Subtotals For Category 0100/ROADWAY - IMY-244-2(500)014 | $0.00 | $8,159,260.96 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0200/BRIDGE 73 - IMY-244-2(500)014 | ||||||||
0052 | CLSM BACKFILL | 501(G) 6309 | CY | 229.200 | 215.570 | 215.570 | $125.00 | $0.00 | $26,946.25 | |
0053 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $16,053.55 | $0.00 | $16,053.55 | |
0054 | APPROACH SLAB | 504(A) 1304 | SY | 313.800 | 312.850 | 312.850 | $154.61 | $0.00 | $48,369.74 | |
0055 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,403.000 | 1,265.070 | 1,265.070 | $4.17 | $0.00 | $5,275.34 | |
0056 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 127.500 | 127.500 | 127.500 | $247.17 | $0.00 | $31,514.18 | |
0057 | CONCRETE PARAPET | 504(E) 1381 | LF | 378.300 | 379.520 | 379.520 | $39.04 | $0.00 | $14,816.46 | |
0058 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 387.100 | 379.520 | 379.520 | $50.18 | $0.00 | $19,044.32 | |
0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,030.000 | 6,384.000 | 6,384.000 | $8.25 | $0.00 | $52,668.00 | |
0060 | CLASS AA CONCRETE | 509(A) 1326 | CY | 243.300 | 243.300 | 243.300 | $741.28 | $0.00 | $180,353.42 | |
0061 | CLASS A CONCRETE | 509(B) 1328 | CY | 24.400 | 24.400 | 24.400 | $2,258.22 | $0.00 | $55,100.57 | |
0062 | SLOPE WALL (4") | 510(C) 6134 | SY | 35.000 | 37.330 | 37.330 | $81.68 | $0.00 | $3,049.11 | |
0063 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 77,110.000 | 77,110.000 | 77,110.000 | $0.84 | $0.00 | $64,772.40 | |
0064 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $103,784.71 | $0.00 | $103,784.71 | |
0065 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $25,946.18 | $0.00 | $25,946.18 | |
0066 | ANODE | 513(D) 6025 | EA | 360.000 | 220.000 | 220.000 | $90.64 | $0.00 | $19,940.80 | |
0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 721.000 | 721.000 | 721.000 | $4.05 | $0.00 | $2,920.05 | |
0068 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 100.000 | 0.000 | 0.000 | $35.02 | $0.00 | $0.00 | |
0069 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.600 | 0.000 | 0.000 | $80.81 | $0.00 | $0.00 | |
0070 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 60.000 | 19.660 | 19.660 | $673.72 | $0.00 | $13,245.34 | |
0071 | (SP)CARBON FIBER-REINFORCED POLYMER | 524(A) 6610 | SF | 849.900 | 878.100 | 878.100 | $30.30 | $0.00 | $26,606.43 | |
0072 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 60.000 | 19.660 | 19.660 | $100.34 | $0.00 | $1,972.68 | |
0073 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 1.000 | 0.000 | 0.000 | $13,940.43 | $0.00 | $0.00 | |
0074 | (PL)REPLACE BRIDGE ITEMS | 545 4805 | EA | 4.000 | 4.000 | 4.000 | $2,697.70 | $0.00 | $10,790.80 | |
0075 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $53,579.64 | $0.00 | $53,579.64 | |
Subtotals For Category 0200/BRIDGE 73 - IMY-244-2(500)014 | $0.00 | $776,749.97 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0301/TRAFFIC SIGNING & STRIPING - IMY-244-2(500)014 | ||||||||
0076 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 140.000 | 98.930 | 98.930 | $360.77 | $0.00 | $35,690.97 | |
0077 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 12.580 | 12.580 | 12.580 | $679.32 | $0.00 | $8,545.84 | |
0078 | REINFORCING STEEL | 804(B) 2916 | LB | 2,072.000 | 1,888.000 | 1,888.000 | $1.70 | $0.00 | $3,209.60 | |
0079 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $13,586.39 | $0.00 | $13,586.39 | |
0080 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0081 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0082 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 3.000 | $1,358.64 | $0.00 | $4,075.92 | |
0083 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 536.970 | 484.970 | 484.970 | $16.30 | $0.00 | $7,905.01 | |
0084 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 694.500 | 661.750 | 661.750 | $24.46 | $0.00 | $16,186.40 | |
0085 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 757.750 | 787.750 | 787.750 | $24.46 | $0.00 | $19,268.37 | |
0086 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 105.000 | 99.880 | 99.880 | $38.04 | $0.00 | $3,799.43 | |
0087 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 188.750 | 162.350 | 162.350 | $40.76 | $0.00 | $6,617.39 | |
0088 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 52.130 | 42.050 | 42.050 | $44.84 | $0.00 | $1,885.52 | |
0089 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 32.000 | 29.300 | 29.300 | $29.89 | $0.00 | $875.78 | |
0090 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 114.000 | 59.850 | 59.850 | $32.61 | $0.00 | $1,951.71 | |
0091 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 88.000 | 80.270 | 80.270 | $35.33 | $0.00 | $2,835.94 | |
0092 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 660.500 | 468.000 | 468.000 | $8.15 | $0.00 | $3,814.20 | |
0093 | OVHD.SN.STR., MONOTUBE TYPE B 75' | 852(D) 0305 | EA | 1.000 | 1.000 | 1.000 | $81,518.32 | $0.00 | $81,518.32 | |
0094 | OVHD.SN.STR., MONOTUBE TYPE B 95' | 852(D) 0325 | EA | 1.000 | 1.000 | 1.000 | $101,897.90 | $0.00 | $101,897.90 | |
0095 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 1.000 | 1.000 | 1.000 | $61,138.74 | $0.00 | $61,138.74 | |
0096 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 62,040.000 | 0.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
0097 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 19,608.000 | 0.000 | 0.000 | $0.88 | $0.00 | $0.00 | |
0098 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 2,480.000 | 0.000 | 0.000 | $1.36 | $0.00 | $0.00 | |
0099 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,308.000 | 0.000 | 0.000 | $4.08 | $0.00 | $0.00 | |
0100 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 32.000 | 0.000 | 0.000 | $27.17 | $0.00 | $0.00 | |
8045 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 50,017.480 | 50,017.480 | $0.66 | $0.00 | $33,011.54 | |
8046 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 0.000 | 11,994.000 | 11,994.000 | $0.95 | $0.00 | $11,454.27 | |
8047 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 0.000 | 3,133.000 | 3,133.000 | $1.46 | $0.00 | $4,574.18 | |
8048 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 0.000 | 1,056.300 | 1,056.300 | $4.23 | $0.00 | $4,468.15 | |
8049 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 0.000 | 55.000 | 55.000 | $27.47 | $0.00 | $1,510.85 | |
8051 | SAND FILLED IMPACT ATTEN.MODULE | 870(A) 8011 | EA | 0.000 | 15.000 | 15.000 | $379.30 | $0.00 | $5,689.50 | |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING - IMY-244-2(500)014 | $0.00 | $449,098.32 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0302/TRAFFIC LIGHTING - IMY-244-2(500)014 | ||||||||
0101 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 441.000 | 229.000 | 229.000 | $13.91 | $0.00 | $3,185.39 | |
0102 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 360.000 | 502.000 | 502.000 | $21.77 | $0.00 | $10,928.54 | |
0103 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 23,938.000 | 21,495.120 | 21,495.120 | $5.44 | $0.00 | $116,933.45 | |
0104 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $604.79 | $0.00 | $1,209.58 | |
0105 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 8.000 | 13.000 | 13.000 | $332.63 | $0.00 | $4,324.19 | |
0106 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 62.640 | 62.640 | 62.640 | $689.46 | $0.00 | $43,187.77 | |
0107 | REINFORCING STEEL | 804(B) 2916 | LB | 3,607.200 | 3,607.200 | 3,607.200 | $1.63 | $0.00 | $5,879.73 | |
0108 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 92.000 | 100.000 | 100.000 | $217.73 | $0.00 | $21,773.00 | |
0109 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 108.000 | 110.000 | 110.000 | $1,487.78 | $0.00 | $163,655.80 | |
0110 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 108.000 | 110.000 | 110.000 | $489.88 | $0.00 | $53,886.80 | |
0111 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 108.000 | 110.000 | 110.000 | $1,120.07 | $0.00 | $123,207.70 | |
0112 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $7,106.29 | $0.00 | $14,212.58 | |
0113 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 69,852.000 | 46,135.240 | 46,135.240 | $2.54 | $0.00 | $117,183.51 | |
0114 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 10,260.000 | 9,972.600 | 9,972.600 | $0.85 | $0.00 | $8,476.71 | |
Subtotals For Category 0302/TRAFFIC LIGHTING - IMY-244-2(500)014 | $0.00 | $688,044.75 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0304/CABLE BARRIER - IMY-244-2(500)014 | ||||||||
0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,660.000 | 1,757.680 | 1,757.680 | $80.00 | $0.00 | $140,614.40 | |
0116 | CLASS AA CONCRETE | 509(A) 0319 | CY | 100.000 | 70.200 | 70.200 | $521.24 | $0.00 | $36,591.05 | |
0117 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 9,115.000 | 9,142.000 | 9,142.000 | $3.47 | $0.00 | $31,722.74 | |
0118 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 7,002.000 | 7,259.000 | 7,259.000 | $5.79 | $0.00 | $42,029.61 | |
0119 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 2.000 | 2.000 | $2,895.78 | $0.00 | $5,791.56 | |
Subtotals For Category 0304/CABLE BARRIER - IMY-244-2(500)014 | $0.00 | $256,749.36 | ||||||||
Subtotals For Project IMY-244-2(500)014 /26300(09) | $0.00 | $10,329,903.36 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0100/ROADWAY - IMY-244-2(499) 011 | ||||||||
0120 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 42,000.000 | 53,277.510 | 53,277.510 | $9.05 | $0.00 | $482,161.48 | |
0121 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,000.000 | 0.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0122 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 44,500.000 | 39,007.360 | 39,007.360 | $2.56 | $0.00 | $99,858.84 | |
0123 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 30.000 | 259.000 | 259.000 | $7.11 | $0.00 | $1,841.49 | |
0124 | SOLID SLAB SODDING | 230(A) 2806 | SY | 30,000.000 | 72,650.880 | 72,650.880 | $1.44 | $0.00 | $104,617.26 | |
0125 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.000 | 0.000 | 0.000 | $207.34 | $0.00 | $0.00 | |
0126 | MOWING | 241 2832 | AC | 255.000 | 0.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
0127 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 31,124.000 | 30,872.140 | 30,872.140 | $26.93 | $0.00 | $831,386.72 | |
0128 | LIME | 307(D) 4230 | TON | 3,815.000 | 0.000 | 0.000 | $156.37 | $0.00 | $0.00 | |
0129 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 176,611.000 | 0.000 | 0.000 | $1.96 | $0.00 | $0.00 | |
0130 | CEMENT TREATED BASE | 317 4270 | SY | 176,611.000 | 179,307.410 | 179,307.410 | $10.91 | $0.00 | $1,956,243.85 | |
0131 | SEPARATOR FABRIC | 325 5271 | SY | 209,525.000 | 212,349.360 | 212,349.360 | $1.10 | $0.00 | $233,584.29 | |
0132 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 5,000.000 | 0.000 | 0.000 | $2.60 | $0.00 | $0.00 | |
0133 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 7,000.000 | 2,770.070 | 2,770.070 | $11.54 | $0.00 | $31,966.61 | |
0134 | PRIME COAT | 408 5774 | GAL | 65,708.000 | 0.000 | 0.000 | $3.94 | $0.00 | $0.00 | |
0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 500.000 | 587.030 | 587.030 | $90.00 | $0.00 | $52,832.70 | |
0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 232.000 | 689.640 | 689.640 | $80.00 | $0.00 | $55,171.20 | |
0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 2,120.000 | 2,270.030 | 2,270.030 | $90.00 | $0.00 | $204,302.70 | |
0138 | COLD MILLING PAVEMENT | 412 5267 | SY | 17,500.000 | 0.000 | 0.000 | $1.11 | $0.00 | $0.00 | |
0139 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 41,847.000 | 42,887.760 | 42,887.760 | $11.58 | $0.00 | $496,640.25 | |
0140 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 124,640.000 | 124,990.450 | 124,990.450 | $12.67 | $0.00 | $1,583,629.02 | |
0141 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 43,934.000 | 44,319.850 | 44,319.850 | $89.79 | $0.00 | $3,979,479.34 | |
0142 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 20,287.000 | 20,910.760 | 20,910.760 | $51.97 | $0.00 | $1,086,732.21 | |
0143 | CLASS A CONCRETE | 509(B) 0321 | CY | 50.000 | 1.640 | 1.640 | $300.00 | $0.00 | $492.00 | |
0144 | CLASS C CONCRETE | 509(D) 0325 | CY | 663.000 | 687.710 | 687.710 | $212.25 | $0.00 | $145,966.47 | |
0145 | SLOPE WALL (5") | 510(C) 6135 | SY | 200.000 | 141.710 | 141.710 | $70.00 | $0.00 | $9,919.70 | |
0146 | REINFORCING STEEL | 511(A) 0332 | LB | 583,929.000 | 631,215.760 | 631,215.760 | $0.75 | $0.00 | $473,411.82 | |
0147 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 4,000.000 | 4,681.500 | 4,681.500 | $1.37 | $0.00 | $6,413.68 | |
0148 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 5,000.000 | 884.110 | 884.110 | $39.56 | $0.00 | $34,975.39 | |
0149 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 500.000 | 100.200 | 100.200 | $57.41 | $0.00 | $5,752.48 | |
0150 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 500.000 | 184.500 | 184.500 | $69.37 | $0.00 | $12,798.77 | |
0151 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 500.000 | 219.100 | 219.100 | $99.60 | $0.00 | $21,822.36 | |
0152 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 500.000 | 48.000 | 48.000 | $119.73 | $0.00 | $5,747.04 | |
0153 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 1,500.000 | 840.000 | 840.000 | $14.66 | $0.00 | $12,314.40 | |
0154 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 500.000 | 5,233.120 | 5,233.120 | $9.77 | $0.00 | $51,127.58 | |
0155 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 44,393.000 | 42,518.480 | 42,518.480 | $4.65 | $0.00 | $197,710.94 | |
0156 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 4,440.000 | 5,002.100 | 5,002.100 | $11.21 | $0.00 | $56,073.56 | |
0157 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 214.000 | 137.000 | 137.000 | $190.36 | $0.00 | $26,079.32 | |
0158 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 5,000.000 | 4,547.200 | 4,547.200 | $2.00 | $0.00 | $9,094.40 | |
0159 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 47,972.000 | 58,337.010 | 58,337.010 | $2.50 | $0.00 | $145,842.54 | |
0160 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 114,775.000 | 124,910.290 | 124,910.290 | $3.50 | $0.00 | $437,186.03 | |
0161 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 21,137.000 | 21,809.880 | 21,809.880 | $3.01 | $0.00 | $65,647.74 | |
0162 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 1,180.000 | 1,859.000 | 1,859.000 | $20.08 | $0.00 | $37,328.72 | |
0163 | SAWING PAVEMENT | 619(C) 0924 | LF | 22,500.000 | 25,926.700 | 25,926.700 | $1.61 | $0.00 | $41,741.99 | |
0164 | CLEAN STORM DRAIN, 12" TO 30" DIAMETER | 619(H) 0200 | LF | 3,150.000 | 769.500 | 769.500 | $4.75 | $0.00 | $3,655.13 | |
0165 | CLEAN STORM DRAIN, 36" TO 60" DIAMETER | 619(H) 0210 | LF | 1,900.000 | 970.500 | 970.500 | $7.25 | $0.00 | $7,036.12 | |
0166 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 2,483.000 | 3,931.000 | 3,931.000 | $15.64 | $0.00 | $61,480.84 | |
0167 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 3.000 | 2.000 | 2.000 | $2,200.00 | $0.00 | $4,400.00 | |
0168 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 9.000 | 9.000 | $1,275.00 | $0.00 | $11,475.00 | |
0169 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 3,391.000 | 3,554.140 | 3,554.140 | $52.62 | $0.00 | $187,018.85 | |
0170 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 1.000 | 1.000 | $1,178.07 | $0.00 | $1,178.07 | |
0171 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 22.000 | 0.000 | 0.000 | $9,383.58 | $0.00 | $0.00 | |
8006 | FLY ASH | 307(A) 4200 | TON | 0.000 | 6,971.410 | 6,971.410 | $71.01 | $0.00 | $495,039.80 | |
8007 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 179,307.410 | 179,307.410 | $1.67 | $0.00 | $299,443.39 | |
8008 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 204.420 | 204.420 | $90.44 | $0.00 | $18,487.74 | |
8010 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 0.000 | 91,137.720 | 91,137.720 | $0.93 | $0.00 | $84,758.08 | |
8011 | REMOVE & RESET MANHOLE FRAME & COVER | 612(M) 0706 | EA | 0.000 | 2.000 | 2.000 | $1,353.68 | $0.00 | $2,707.36 | |
8013 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 0.000 | 0.000 | 0.000 | $110.87 | $0.00 | $0.00 | |
8024 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 0.000 | 4.000 | 4.000 | $2,200.79 | $0.00 | $8,803.16 | |
8025 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 0.000 | 4.000 | 4.000 | $758.65 | $0.00 | $3,034.60 | |
8029 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 2.000 | 2.000 | $2,097.85 | $0.00 | $4,195.70 | |
8030 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $7,786.78 | $0.00 | $7,786.78 | |
8039 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 0.000 | 0.000 | 0.000 | $1,419.26 | $0.00 | $0.00 | |
8051 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 6.480 | 6.480 | $627.00 | $0.00 | $4,062.96 | |
8052 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 1,036.600 | 1,036.600 | $1.76 | $0.00 | $1,824.42 | |
8053 | PULL BOX | 803(A) 8060 | EA | 0.000 | 4.000 | 4.000 | $577.50 | $0.00 | $2,310.00 | |
8054 | 36' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8995 | EA | 0.000 | 4.000 | 4.000 | $2,238.50 | $0.00 | $8,954.00 | |
8055 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 0.000 | 1.000 | 1.000 | $2,046.00 | $0.00 | $2,046.00 | |
8056 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 0.000 | 1.000 | 1.000 | $511.50 | $0.00 | $511.50 | |
8057 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 0.000 | 5.000 | 5.000 | $1,237.50 | $0.00 | $6,187.50 | |
8060 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 59,481.710 | 59,480.710 | 59,481.710 | $1.00 | $59,480.71 | $59,481.71 |
Subtotals For Category 0100/ROADWAY - IMY-244-2(499) 011 | $59,480.71 | $14,283,773.60 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0200/BRIDGE NO. 64 - IMY-244-2(499)011 | ||||||||
0172 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 35.000 | 35.000 | 35.000 | $39.39 | $0.00 | $1,378.65 | |
0173 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 300.000 | 300.000 | 300.000 | $0.87 | $0.00 | $261.00 | |
0174 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 154.000 | 154.000 | 154.000 | $4.05 | $0.00 | $623.70 | |
0175 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $22,105.57 | $0.00 | $22,105.58 | |
0176 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 150.000 | 131.000 | 131.000 | $13.79 | $0.00 | $1,806.49 | |
0177 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0178 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 150.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0179 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 150.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8015 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 486.620 | 486.620 | $19.13 | $0.00 | $9,309.04 | |
8016 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 486.620 | 486.620 | $154.61 | $0.00 | $75,236.32 | |
8017 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 54.010 | 54.010 | $124.69 | $0.00 | $6,734.51 | |
8031 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 445.450 | 445.450 | $4.17 | $0.00 | $1,857.53 | |
8034 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 0.000 | 74.400 | 74.400 | $50.18 | $0.00 | $3,733.39 | |
Subtotals For Category 0200/BRIDGE NO. 64 - IMY-244-2(499)011 | $0.00 | $123,784.05 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0201/BRIDGE NO. 65 - IMY-244-2(499)011 | ||||||||
0180 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $15,767.18 | $0.00 | $15,767.18 | |
0181 | APPROACH SLAB | 504(A) 1304 | SY | 687.800 | 687.800 | 687.800 | $125.69 | $0.00 | $86,449.59 | |
0182 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,528.000 | 1,528.000 | 1,528.000 | $4.17 | $0.00 | $6,371.76 | |
0183 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 159.700 | 159.700 | 159.700 | $234.58 | $0.00 | $37,462.43 | |
0184 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 416.600 | 416.600 | 416.600 | $50.79 | $0.00 | $21,159.12 | |
0185 | CLASS AA CONCRETE | 509(A) 1326 | CY | 247.500 | 247.500 | 247.500 | $618.94 | $0.00 | $153,187.66 | |
0186 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 77,790.000 | 77,790.000 | 77,790.000 | $0.84 | $0.00 | $65,343.60 | |
0187 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $20,849.61 | $0.00 | $20,849.61 | |
0188 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $5,212.40 | $0.00 | $5,212.40 | |
0189 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 299.000 | 299.000 | 299.000 | $4.05 | $0.00 | $1,210.96 | |
0190 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 45.750 | 45.750 | $30.23 | $0.00 | $1,383.02 | |
0191 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 1.500 | 1.500 | $69.76 | $0.00 | $104.64 | |
0192 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 11.940 | 11.940 | $581.64 | $0.00 | $6,944.78 | |
0193 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $50,011.80 | $0.00 | $50,011.80 | |
0194 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 160.000 | 0.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0195 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 0.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
0196 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 160.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0197 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 160.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE NO. 65 - IMY-244-2(499)011 | $0.00 | $471,458.55 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0202/BRIDGE NO. 66 - IMY-244-2(499)011 | ||||||||
0198 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 70.000 | 70.000 | 70.000 | $50.63 | $0.00 | $3,544.10 | |
0199 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 600.000 | 600.000 | 600.000 | $0.87 | $0.00 | $522.00 | |
0200 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 308.000 | 308.000 | 308.000 | $4.05 | $0.00 | $1,247.40 | |
0201 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $18,643.20 | $0.00 | $18,643.20 | |
0202 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 180.000 | 196.000 | 196.000 | $13.79 | $0.00 | $2,702.84 | |
0203 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0204 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 180.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0205 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 180.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8018 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 273.370 | 273.370 | $20.73 | $0.00 | $5,666.96 | |
8019 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 273.370 | 273.370 | $154.61 | $0.00 | $42,265.74 | |
8020 | CLSM BACKFILL | 501(G) 6315 | CY | 0.000 | 30.070 | 30.070 | $124.69 | $0.00 | $3,749.43 | |
8032 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 234.080 | 234.080 | $4.17 | $0.00 | $976.11 | |
8035 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 0.000 | 36.000 | 36.000 | $50.18 | $0.00 | $1,806.48 | |
Subtotals For Category 0202/BRIDGE NO. 66 - IMY-244-2(499)011 | $0.00 | $81,862.10 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0203/BRIDGE NO. 67 -IMY-244-2(499)011 | ||||||||
0206 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $18,384.41 | $0.00 | $18,384.42 | |
0207 | APPROACH SLAB | 504(A) 1304 | SY | 433.400 | 433.400 | 433.400 | $130.49 | $0.00 | $56,554.36 | |
0208 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,279.000 | 1,279.000 | 1,279.000 | $4.17 | $0.00 | $5,333.44 | |
0209 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 124.130 | 124.130 | 124.130 | $234.58 | $0.00 | $29,118.42 | |
0210 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 425.600 | 425.600 | 425.600 | $50.47 | $0.00 | $21,480.04 | |
0211 | CLASS AA CONCRETE | 509(A) 1326 | CY | 245.200 | 245.200 | 245.200 | $642.19 | $0.00 | $157,464.98 | |
0212 | MECHANICAL SPLICES | 511 6306 | EA | 700.000 | 700.000 | 700.000 | $12.28 | $0.00 | $8,596.00 | |
0213 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 74,000.000 | 74,000.000 | 74,000.000 | $0.84 | $0.00 | $62,160.00 | |
0214 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $19,459.63 | $0.00 | $19,459.64 | |
0215 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $4,864.91 | $0.00 | $4,864.91 | |
0216 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 298.000 | 298.000 | 298.000 | $4.05 | $0.00 | $1,206.90 | |
0217 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 29.910 | 29.910 | $30.23 | $0.00 | $904.18 | |
0218 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 1.250 | 1.250 | $69.76 | $0.00 | $87.20 | |
0219 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 29.450 | 29.450 | $581.64 | $0.00 | $17,129.30 | |
0220 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 345.100 | 345.100 | 345.100 | $3.47 | $0.00 | $1,197.50 | |
0221 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | $115.83 | $0.00 | $463.32 | |
0222 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $50,236.56 | $0.00 | $50,236.56 | |
0223 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 170.000 | 171.000 | 171.000 | $13.79 | $0.00 | $2,358.09 | |
0224 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 3.000 | 3.000 | $368.92 | $0.00 | $1,106.76 | |
0225 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 170.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0226 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 170.000 | 96.660 | 96.660 | $0.85 | $0.00 | $82.16 | |
Subtotals For Category 0203/BRIDGE NO. 67 -IMY-244-2(499)011 | $0.00 | $458,188.18 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0204/BRIDGE NO. 68 - IMY-244-2(499)011 | ||||||||
0227 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $48,259.08 | $0.00 | $48,259.08 | |
0228 | APPROACH SLAB | 504(A) 1304 | SY | 486.500 | 486.500 | 486.500 | $128.92 | $0.00 | $62,719.58 | |
0229 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,921.000 | 1,921.000 | 1,921.000 | $4.17 | $0.00 | $8,010.58 | |
0230 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 151.850 | 151.850 | 151.850 | $234.58 | $0.00 | $35,620.97 | |
0231 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 533.300 | 533.300 | 533.300 | $50.56 | $0.00 | $26,963.64 | |
0232 | CLASS AA CONCRETE | 509(A) 1326 | CY | 405.600 | 405.600 | 405.600 | $623.22 | $0.00 | $252,778.03 | |
0233 | MECHANICAL SPLICES | 511 6306 | EA | 1,390.000 | 1,390.000 | 1,390.000 | $16.38 | $0.00 | $22,768.20 | |
0234 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 138,200.000 | 138,200.000 | 138,200.000 | $0.84 | $0.00 | $116,088.00 | |
0235 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $22,702.91 | $0.00 | $22,702.90 | |
0236 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $5,675.72 | $0.00 | $5,675.72 | |
0237 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 402.000 | 402.000 | 402.000 | $4.05 | $0.00 | $1,628.10 | |
0238 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 50.000 | 0.000 | 0.000 | $30.23 | $0.00 | $0.00 | |
0239 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 5.000 | 0.000 | 0.000 | $69.76 | $0.00 | $0.00 | |
0240 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 50.000 | 9.640 | 9.640 | $581.64 | $0.00 | $5,607.01 | |
0241 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 313.000 | 313.000 | 313.000 | $3.47 | $0.00 | $1,086.11 | |
0242 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | $115.83 | $0.00 | $463.32 | |
0243 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $80,891.59 | $0.00 | $80,891.60 | |
0244 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 230.000 | 248.000 | 248.000 | $13.79 | $0.00 | $3,419.92 | |
0245 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0246 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 230.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0247 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 230.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0204/BRIDGE NO. 68 - IMY-244-2(499)011 | $0.00 | $695,420.60 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0205/BRIDGE NO. 69 - IMY-244-2(499)011 | ||||||||
0248 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $39,880.77 | $0.00 | $39,880.78 | |
0249 | APPROACH SLAB | 504(A) 1304 | SY | 289.200 | 289.200 | 289.200 | $134.95 | $0.00 | $39,027.54 | |
0250 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,501.800 | 1,501.800 | 1,501.800 | $4.17 | $0.00 | $6,262.50 | |
0251 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 124.000 | 124.000 | 124.000 | $234.58 | $0.00 | $29,087.92 | |
0252 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 500.000 | 500.000 | 500.000 | $50.37 | $0.00 | $25,185.00 | |
0253 | CLASS AA CONCRETE | 509(A) 1326 | CY | 341.700 | 341.700 | 341.700 | $609.35 | $0.00 | $208,214.90 | |
0254 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 121,940.000 | 121,940.000 | 121,940.000 | $0.84 | $0.00 | $102,429.60 | |
0255 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $22,702.91 | $0.00 | $22,702.91 | |
0256 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $5,675.72 | $0.00 | $5,675.72 | |
0257 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 394.000 | 394.000 | 394.000 | $4.05 | $0.00 | $1,595.70 | |
0258 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 50.000 | 0.000 | 0.000 | $30.23 | $0.00 | $0.00 | |
0259 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 5.000 | 0.000 | 0.000 | $69.76 | $0.00 | $0.00 | |
0260 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 50.000 | 16.320 | 16.320 | $581.64 | $0.00 | $9,492.36 | |
0261 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 256.000 | 256.000 | 256.000 | $3.47 | $0.00 | $888.32 | |
0262 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | $115.83 | $0.00 | $463.32 | |
0263 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $68,582.32 | $0.00 | $68,582.32 | |
0264 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 230.000 | 242.000 | 242.000 | $13.79 | $0.00 | $3,337.18 | |
0265 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0266 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 230.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0267 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 230.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0205/BRIDGE NO. 69 - IMY-244-2(499)011 | $0.00 | $563,563.91 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0206/BRIDGE NO. 70 - IMY-244-2(499)011 | ||||||||
0268 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 52.500 | 52.500 | 52.500 | $48.98 | $0.00 | $2,571.46 | |
0269 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 450.000 | 450.000 | 450.000 | $0.87 | $0.00 | $391.50 | |
0270 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 231.000 | 231.000 | 231.000 | $4.05 | $0.00 | $935.55 | |
0271 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $11,604.81 | $0.00 | $11,604.82 | |
0272 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 220.000 | 212.000 | 212.000 | $13.79 | $0.00 | $2,923.48 | |
0273 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 1.000 | 1.000 | $368.92 | $0.00 | $368.92 | |
0274 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 220.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0275 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 220.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8021 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 388.540 | 388.540 | $19.89 | $0.00 | $7,728.06 | |
8022 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 388.540 | 388.540 | $154.61 | $0.00 | $60,072.16 | |
8023 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 43.120 | 43.120 | $124.69 | $0.00 | $5,376.63 | |
8033 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 345.360 | 345.360 | $4.17 | $0.00 | $1,440.15 | |
8036 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 0.000 | 89.600 | 0.100 | 89.600 | $50.18 | $5.02 | $4,496.13 |
Subtotals For Category 0206/BRIDGE NO. 70 - IMY-244-2(499)011 | $5.02 | $97,908.86 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0207/BRIDGE NO. 71- IMY-244-2(499)011 | ||||||||
0276 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $23,172.02 | $0.00 | $23,172.03 | |
0277 | APPROACH SLAB | 504(A) 1304 | SY | 474.400 | 474.400 | 474.400 | $130.19 | $0.00 | $61,762.13 | |
0278 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,532.500 | 1,532.500 | 1,532.500 | $4.17 | $0.00 | $6,390.52 | |
0279 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 117.740 | 117.740 | 117.740 | $234.58 | $0.00 | $27,619.45 | |
0280 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 532.600 | 532.600 | 532.600 | $50.34 | $0.00 | $26,811.08 | |
0281 | CLASS AA CONCRETE | 509(A) 1326 | CY | 297.400 | 297.400 | 297.400 | $614.34 | $0.00 | $182,704.71 | |
0282 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,240.000 | 102,240.000 | 102,240.000 | $0.84 | $0.00 | $85,881.60 | |
0283 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $25,482.85 | $0.00 | $25,482.85 | |
0284 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $6,384.61 | $0.00 | $6,384.61 | |
0285 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 421.000 | 421.000 | 421.000 | $4.05 | $0.00 | $1,705.06 | |
0286 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 9.500 | 9.500 | $30.23 | $0.00 | $287.19 | |
0287 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 0.500 | 0.500 | $69.76 | $0.00 | $34.88 | |
0288 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 87.560 | 87.560 | $581.64 | $0.00 | $50,928.40 | |
0289 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 243.500 | 243.500 | 243.500 | $3.47 | $0.00 | $844.95 | |
0290 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | $115.83 | $0.00 | $463.32 | |
0291 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $60,139.83 | $0.00 | $60,139.84 | |
0292 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 220.000 | 211.000 | 211.000 | $13.79 | $0.00 | $2,909.69 | |
0293 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0294 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 220.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0295 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 220.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8014 | (PL)REPAIR BRIDGE ITEMS | 540 4500 | LSUM | 0.000 | 1.000 | 1.000 | $8,159.97 | $0.00 | $8,159.97 | |
Subtotals For Category 0207/BRIDGE NO. 71- IMY-244-2(499)011 | $0.00 | $572,420.12 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0208/BRIDGE NO. 72 - IMY-244-2(499)011 | ||||||||
0296 | CLSM BACKFILL | 501(G) 6309 | CY | 50.000 | 53.850 | 53.850 | $98.24 | $0.00 | $5,290.22 | |
0297 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $5,745.13 | $0.00 | $5,745.14 | |
0298 | APPROACH SLAB | 504(A) 1304 | SY | 230.100 | 230.100 | 230.100 | $145.51 | $0.00 | $33,481.86 | |
0299 | SAW-CUT GROOVING | 504(B) 1305 | SY | 579.200 | 579.200 | 579.200 | $4.17 | $0.00 | $2,415.26 | |
0300 | CONCRETE PARAPET | 504(E) 1381 | LF | 167.800 | 167.800 | 167.800 | $39.44 | $0.00 | $6,618.04 | |
0301 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 184.000 | 184.000 | 184.000 | $50.15 | $0.00 | $9,227.60 | |
0302 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 83.700 | 83.700 | 0.000 | 83.700 | $28.96 | $0.00 | $2,423.95 |
0303 | HYDRODEMOLITION | 505(E) 1000 | SY | 557.200 | 557.200 | 557.200 | $105.63 | $0.00 | $58,857.04 | |
0304 | CLASS AA CONCRETE | 509(A) 1326 | CY | 77.500 | 77.500 | 77.500 | $549.22 | $0.00 | $42,564.55 | |
0305 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 12,600.000 | 12,600.000 | 12,600.000 | $0.84 | $0.00 | $10,584.00 | |
0306 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 165.000 | 165.000 | 165.000 | $4.05 | $0.00 | $668.25 | |
0307 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 0.000 | 0.000 | $30.23 | $0.00 | $0.00 | |
0308 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 0.000 | 0.000 | $69.76 | $0.00 | $0.00 | |
0309 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 5.380 | 5.380 | $581.64 | $0.00 | $3,129.23 | |
0310 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $6,810.68 | $0.00 | $6,810.68 | |
0311 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 140.000 | 139.000 | 139.000 | $13.79 | $0.00 | $1,916.81 | |
0312 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0313 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 140.000 | 0.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0314 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 140.000 | 0.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0208/BRIDGE NO. 72 - IMY-244-2(499)011 | $0.00 | $190,470.47 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0300/TRAFFIC CONTROL - IMY-244-2(499)011 | ||||||||
0315 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 190,185.000 | 135,875.530 | 135,875.530 | $0.27 | $0.00 | $36,686.39 | |
0316 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 109,300.000 | 104,455.860 | 104,455.860 | $0.34 | $0.00 | $35,514.99 | |
0317 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 21.000 | 19.000 | 19.000 | $9,383.58 | $0.00 | $178,288.02 | |
0318 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 6,660.000 | 2,173.000 | 2,173.000 | $27.17 | $0.00 | $59,040.41 | |
0319 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 2.000 | 2.000 | 2.000 | $16,982.98 | $0.00 | $33,965.96 | |
0320 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 43,835.000 | 44,478.500 | 44,478.500 | $10.51 | $0.00 | $467,469.05 | |
0321 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 35,915.000 | 47,362.000 | 47,362.000 | $3.12 | $0.00 | $147,769.44 | |
0322 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 2,226.000 | 1,670.000 | 1,670.000 | $33.97 | $0.00 | $56,729.90 | |
0323 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 109,490.000 | 64,357.000 | 64,357.000 | $0.41 | $0.00 | $26,386.37 | |
0324 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 12,535.000 | 41,976.000 | 41,976.000 | $5.43 | $0.00 | $227,929.68 | |
0325 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 20,075.000 | 53,291.000 | 53,291.000 | $6.79 | $0.00 | $361,845.89 | |
0326 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,895.000 | 14,858.000 | 14,858.000 | $2.72 | $0.00 | $40,413.76 | |
0327 | WING BARRICADES | 880(C) 8848 | SD | 3,280.000 | 5,574.000 | 5,574.000 | $2.72 | $0.00 | $15,161.28 | |
0328 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,160.000 | 66,386.000 | 66,386.000 | $0.68 | $0.00 | $45,142.48 | |
0329 | DRUMS | 880(F) 8878 | SD | 243,215.000 | 217,979.000 | 217,979.000 | $0.14 | $0.00 | $30,517.06 | |
0330 | CHANNELIZER CONES | 880(G) 8890 | SD | 12,000.000 | 138,296.000 | 138,296.000 | $0.34 | $0.00 | $47,020.64 | |
0331 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 5,400.000 | 387.750 | 387.750 | $75.29 | $0.00 | $29,193.70 | |
0332 | (SP)TEMPORARY ROADWAY LIGHTING ASSEMBLY | 880(M) 8340 | LMDY | 108,600.000 | 129,933.000 | 129,933.000 | $4.54 | $0.00 | $589,895.82 | |
0333 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 12,000.000 | 10,867.000 | 10,867.000 | $20.79 | $0.00 | $225,924.93 | |
0334 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 6,000.000 | 8,980.000 | 8,980.000 | $34.65 | $0.00 | $311,157.00 | |
0335 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,200.000 | 760.000 | 760.000 | $6.79 | $0.00 | $5,160.40 | |
0336 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 600.000 | 380.000 | 380.000 | $6.79 | $0.00 | $2,580.20 | |
0337 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 4,530.000 | 1,146.000 | 1,146.000 | $27.17 | $0.00 | $31,136.82 | |
Subtotals For Category 0300/TRAFFIC CONTROL - IMY-244-2(499)011 | $0.00 | $3,004,930.19 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0301/SIGNING & STRIPING - IMY-244-2(499)011 | ||||||||
0338 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 392.000 | 364.540 | 364.540 | $354.85 | $0.00 | $129,357.02 | |
0339 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.650 | 10.450 | 10.450 | $679.32 | $0.00 | $7,098.89 | |
0340 | REINFORCING STEEL | 804(B) 2916 | LB | 1,488.000 | 1,584.000 | 1,584.000 | $1.70 | $0.00 | $2,692.80 | |
0341 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $13,586.39 | $0.00 | $13,586.40 | |
0342 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0343 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0344 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 5.000 | 5.000 | 5.000 | $1,358.64 | $0.00 | $6,793.20 | |
0345 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 611.180 | 502.320 | 502.320 | $16.30 | $0.00 | $8,187.82 | |
0346 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 596.500 | 589.500 | 589.500 | $24.46 | $0.00 | $14,419.17 | |
0347 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 4,234.250 | 4,395.750 | 4,395.750 | $24.46 | $0.00 | $107,520.05 | |
0348 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 393.980 | 257.630 | 257.630 | $38.04 | $0.00 | $9,800.24 | |
0349 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 52.250 | 46.340 | 46.340 | $44.84 | $0.00 | $2,077.88 | |
0350 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 36.000 | 38.900 | 38.900 | $29.89 | $0.00 | $1,162.72 | |
0351 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 38.000 | 4.300 | 4.300 | $32.61 | $0.00 | $140.22 | |
0352 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 44.000 | 40.380 | 40.380 | $35.33 | $0.00 | $1,426.63 | |
0353 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 701.500 | 582.500 | 582.500 | $8.15 | $0.00 | $4,747.38 | |
0354 | OVHD.SN.STR., MONOTUBE TYPE B 85' | 852(D) 0315 | EA | 1.000 | 1.000 | 1.000 | $88,311.51 | $0.00 | $88,311.51 | |
0355 | OVHD.SN.STR., MONOTUBE TYPE B 90' | 852(D) 0320 | EA | 1.000 | 1.000 | 1.000 | $95,104.71 | $0.00 | $95,104.71 | |
0356 | OVHD.SN.STR., MONOTUBE TYPE B 105' | 852(D) 0335 | EA | 2.000 | 2.000 | 2.000 | $101,897.90 | $0.00 | $203,795.80 | |
0357 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(D) 0340 | EA | 1.000 | 1.000 | 1.000 | $122,277.48 | $0.00 | $122,277.48 | |
0358 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 4.000 | 4.000 | 4.000 | $61,138.74 | $0.00 | $244,554.96 | |
0359 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 89,352.000 | 0.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
0360 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 21,984.000 | 0.000 | 0.000 | $0.88 | $0.00 | $0.00 | |
0361 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 13,840.000 | 0.000 | 0.000 | $1.36 | $0.00 | $0.00 | |
0362 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,800.000 | 0.000 | 0.000 | $4.08 | $0.00 | $0.00 | |
0363 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 48.000 | 0.000 | 0.000 | $27.17 | $0.00 | $0.00 | |
0364 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 5.000 | 30.000 | 30.000 | $679.32 | $0.00 | $20,379.60 | |
8040 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 90,312.510 | 90,312.510 | $0.66 | $0.00 | $59,606.26 | |
8041 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 0.000 | 31,620.000 | 31,620.000 | $0.95 | $0.00 | $30,197.10 | |
8042 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 0.000 | 14,583.000 | 14,583.000 | $1.46 | $0.00 | $21,291.18 | |
8043 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 0.000 | 7,137.300 | 7,137.300 | $4.23 | $0.00 | $30,190.78 | |
8044 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 0.000 | 98.000 | 98.000 | $27.47 | $0.00 | $2,692.06 | |
Subtotals For Category 0301/SIGNING & STRIPING - IMY-244-2(499)011 | $0.00 | $1,240,998.26 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0302/HIGHWAY LIGHTING - IMY-244-2(499)011 | ||||||||
0365 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 1,000.000 | 158.000 | 158.000 | $13.91 | $0.00 | $2,197.78 | |
0366 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 985.000 | 2,143.000 | 2,143.000 | $21.77 | $0.00 | $46,653.11 | |
0367 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 36,621.000 | 23,938.160 | 23,938.160 | $4.84 | $0.00 | $115,860.69 | |
0368 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0369 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 29.000 | 38.000 | 38.000 | $332.63 | $0.00 | $12,639.94 | |
0370 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 67.280 | 66.120 | 66.120 | $689.46 | $0.00 | $45,587.10 | |
0371 | REINFORCING STEEL | 804(B) 2916 | LB | 3,826.600 | 3,807.600 | 3,807.600 | $1.63 | $0.00 | $6,206.37 | |
0372 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 94.000 | 103.000 | 103.000 | $217.73 | $0.00 | $22,426.19 | |
0373 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 116.000 | 118.000 | 118.000 | $1,487.78 | $0.00 | $175,558.04 | |
0374 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 116.000 | 115.000 | 115.000 | $489.88 | $0.00 | $56,336.20 | |
0375 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 131.000 | 133.000 | 133.000 | $1,120.07 | $0.00 | $148,969.31 | |
0376 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $7,106.29 | $0.00 | $14,212.58 | |
0377 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 75,943.000 | 61,587.240 | 61,587.240 | $2.54 | $0.00 | $156,431.59 | |
0378 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 12,445.000 | 12,388.530 | 12,388.530 | $0.85 | $0.00 | $10,530.25 | |
8050 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 0.000 | 0.000 | $9,989.76 | $0.00 | $0.00 | |
8058 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,395.49 | $0.00 | $4,395.49 | |
Subtotals For Category 0302/HIGHWAY LIGHTING - IMY-244-2(499)011 | $0.00 | $818,742.48 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0600/STAKING - IMY-244-2(499)011 | ||||||||
0379 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $165,000.00 | $0.00 | $165,000.00 | |
Subtotals For Category 0600/STAKING - IMY-244-2(499)011 | $0.00 | $165,000.00 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0640/CONSTRUCTION - IMY-244-2(499)011 | ||||||||
0380 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0381 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $8,687.33 | $0.00 | $8,687.33 | |
0382 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,400,000.00 | $0.00 | $1,400,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - IMY-244-2(499)011 | $0.00 | $1,413,687.33 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0900/NON-PARTICIPATING - IMY-244-2(499)011 | ||||||||
0383 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,400.000 | 3,400.000 | 3,400.000 | $8.00 | $0.00 | $27,200.00 | |
0384 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0900/NON-PARTICIPATING - IMY-244-2(499)011 | $0.00 | $52,200.00 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0901/FEDERAL NON PARTICIPATING | ||||||||
8012 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,538.49 | $0.00 | $4,538.49 | |
Subtotals For Category 0901/FEDERAL NON PARTICIPATING | $0.00 | $4,538.49 | ||||||||
Subtotals For Project IMY-244-2(499)011 /27146(04) | $59,485.73 | $24,238,947.19 |