Contract ID: | 090321 | Estimate Number: | 0049 , Final | Spec Year: | 1999 | |||
Primary JP: | 20539(04) | Residency: | EL RENO (04200) | Contract No: | 411144 | |||
Date Created: | 10/07/2013 | Contractor FEI: | 420945831A | Account No: | 400400 |
Project Number(s): | IMY-0040-4(396)128SS, IM-STIM(015), IMG-0040-4(421)125TR | ||||||||
Contract Description: | RECONSTRUCT (ADDED LANE), BRIDGE, AND SAFETY IMPROVEMENT I-40: FROM MILE MARKER 125 TO MILE MARKER 136. PROJECT LENGTH = 7.390 MILES. | ||||||||
Primary County: | CANADIAN | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 755.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 911.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 82.88 % |
Paid To Date: | $64,185,378.97 | Payable This Statement: | $0.00 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV |
_________________________________________________ |
Affiant Signature |
_________________________________________________ |
Affiant Printed Name |
PE Seal |
_________________________________________________ |
Affiant Company Position |
Subscribed and sworn to before me this ______ day of ____________, 20____ |
My Commission Number: ____________ My Commission Expires: ______________ |
_________________________________________________ |
_________________________________________________ |
Professional Engineer Signature |
Oklahoma Department of Transportation |
Corporate Seal |
Notary Seal |
Contract ID: | 090321 | Estimate Number: | 0049 | Contract No: | 411144 | |||
Residency: | EL RENO (04200) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | IMY-0040-4(396)128SS, IM-STIM(015), IMG-0040-4(421)125TR | ||||||||||||
Primary Job Piece No: | 20539(04) | ||||||||||||
Contract Description: | RECONSTRUCT (ADDED LANE), BRIDGE, AND SAFETY IMPROVEMENT I-40: FROM MILE MARKER 125 TO MILE MARKER 136. PROJECT LENGTH = 7.390 MILES. | ||||||||||||
Primary County: | CANADIAN | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 09/01/2013 TO 09/10/2013 |
Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 830 |
Date Contract Executed: | 04/03/2009 | Date Time Stopped: | 10/25/2011 | Current Time Charged: | 755.00 |
Date NTP Issued: | 04/07/2009 | Completion Date: | 10/25/2011 | Current Time Allowed: | 911.00 |
General Liability Expires: | 03/01/2014 | Workman's Comp Expires: | 03/01/2014 | Percent Time Used: | 82.88 % |
Specification Year: | 1999 | ||||
Current Contract Amount: | $64,282,878.80 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $59,384,562.19 | Participating: | $64,230,385.73 | $64,230,385.73 | $0.00 | ||
Percent Complete: | 99.85 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $97,499.83 | Non ARRA: | $52,493.24 | $52,493.24 | $0.00 | ||
Unearned Balance: | $-4,800,816.78 | Total Earnings: | $64,282,878.97 | $64,282,878.97 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $64,282,878.97 | $64,282,878.97 | $0.00 | ||||
Other Adjustments: | $-97,500.00 | $-97,500.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $64,185,378.97 | $64,185,378.97 | $0.00 |
Contract ID: | 090321 | Estimate Number: | 0049 | Primary JP: | 20539(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Special Provision 108-STIM01(a-e)99 | Approved | 05/12/2009 | 0.0 | $0.00 |
002 | Full depth to overlay | Approved | 11/13/2009 | 0.0 | $-3,663,399.47 |
003 | Temporary Traffic Stripe Replacement | Approved | 11/12/2009 | 0.0 | $4,901.76 |
004 | Plan Quantity for T.B.S.C. Type E | Approved | 03/31/2010 | 0.0 | $0.00 |
005 | Portland Cement stabilization | Approved | 05/07/2010 | 0.0 | $-28,344.00 |
006 | Modification from double sided cable barrier to single sided | Approved | 12/06/2010 | 0.0 | $119,504.00 |
007 | 'B' day extension | Approved | 12/09/2010 | 16.0 | $0.00 |
008 | Additional Column Work on Bridges 'C' and 'D' | Approved | 03/07/2011 | 0.0 | $25,231.84 |
009 | Overrun of HES Patching | Approved | 03/16/2011 | 0.0 | $3,216,477.87 |
010 | Substitute Multi-Polymer Traffic Stripe | Approved | 03/07/2011 | 0.0 | $43,122.24 |
011 | Milestone Completion Bonus | Approved | 03/07/2011 | 0.0 | $2,250,000.00 |
012 | Undercut | Approved | 12/06/2011 | 0.0 | $236,364.77 |
013 | Pavement and Bridge Smoothness Bonus | Approved | 08/07/2012 | 0.0 | $584,580.33 |
014 | Additional Appropriations for Overrun Items and Pile Splices | Approved | 01/08/2013 | 0.0 | $1,905,493.00 |
015 | Final Quantity Change Order | Approved | 09/09/2013 | 0.0 | $211,910.34 |
016 | Reduction in Pay for Deficient Materials | Approved | 07/29/2013 | 0.0 | $-7,526.07 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20539(04) | 0024 | Epoxy Coated Dowel Bars | Stockpiled Material Adjustment | 0013 | $-49,248.00 |
20539(04) | 0024 | Epoxy Coated Dowel Bars | Stockpiled Material Initial Payment | 0012 | $49,248.00 |
20539(04) | 0026 | Stockpiled Material Closure | 0047 | $-0.02 | |
20539(04) | 0026 | Sand | Stockpiled Material Adjustment | 0023 | $-89,821.28 |
20539(04) | 0026 | Sand | Stockpiled Material Adjustment | 0034 | $-19,069.28 |
20539(04) | 0026 | Sand | Stockpiled Material Adjustment | 0034 | $-59,630.93 |
20539(04) | 0026 | Sand | Stockpiled Material Adjustment | 0033 | $-12,213.92 |
20539(04) | 0026 | Sand | Stockpiled Material Adjustment | 0029 | $-3,780.90 |
20539(04) | 0026 | Sand | Stockpiled Material Initial Payment | 0010 | $215,078.82 |
20539(04) | 0026 | Sand | Stockpiled Material Initial Payment | 0012 | $97,626.76 |
20539(04) | 0026 | Sand | Stockpiled Material Adjustment | 0022 | $-49,631.79 |
20539(04) | 0026 | Sand | Stockpiled Material Adjustment | 0035 | $-78,557.48 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Initial Payment | 0012 | $8,044.29 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Initial Payment | 0010 | $133,243.29 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Adjustment | 0034 | $-8,044.29 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Adjustment | 0034 | $-36,932.49 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Adjustment | 0033 | $-7,567.37 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Adjustment | 0029 | $-2,342.53 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Adjustment | 0023 | $-55,650.55 |
20539(04) | 0026 | # 57 Rock (1 1/2") | Stockpiled Material Adjustment | 0022 | $-30,750.35 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Initial Payment | 0012 | $110,299.78 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Adjustment | 0022 | $-17,506.48 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Adjustment | 0035 | $-27,709.36 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Adjustment | 0033 | $-4,308.18 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Adjustment | 0034 | $-27,759.71 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Adjustment | 0023 | $-31,682.41 |
20539(04) | 0026 | Sand ( Material Cost Only ) | Stockpiled Material Adjustment | 0029 | $-1,333.62 |
20539(04) | 0026 | #57 Rock ( Material Cost Only ) | Stockpiled Material Adjustment | 0029 | $-1,704.84 |
20539(04) | 0026 | #57 Rock ( Material Cost Only ) | Stockpiled Material Adjustment | 0033 | $-5,507.37 |
20539(04) | 0026 | #57 Rock ( Material Cost Only ) | Stockpiled Material Adjustment | 0022 | $-22,379.42 |
20539(04) | 0026 | #57 Rock ( Material Cost Only ) | Stockpiled Material Adjustment | 0023 | $-40,501.23 |
20539(04) | 0026 | #57 Rock ( Material Cost Only ) | Stockpiled Material Adjustment | 0034 | $-32,733.10 |
20539(04) | 0026 | #57 Rock ( Material Cost Only ) | Stockpiled Material Initial Payment | 0012 | $102,825.96 |
20539(04) | 0050 | (PL)Impact Attenuator | Stockpiled Material Adjustment | 0030 | $-81,444.00 |
20539(04) | 0050 | (PL)Impact Attenuator | Stockpiled Material Adjustment | 0036 | $-135,740.00 |
20539(04) | 0050 | (PL)Impact Attenuator | Stockpiled Material Initial Payment | 0019 | $217,184.00 |
20539(04) | 0058 | Reinforcing Steel for APPROACH SLAB | Stockpiled Material Adjustment | 0014 | $-3,877.02 |
20539(04) | 0058 | Reinforcing Steel for APPROACH SLAB | Stockpiled Material Initial Payment | 0012 | $4,061.20 |
20539(04) | 0058 | Reinforcing Steel for APPROACH SLAB | Stockpiled Material Adjustment | 0025 | $-184.18 |
20539(04) | 0058 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0024 | $5,491.20 |
20539(04) | 0058 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0025 | $-5,491.20 |
20539(04) | 0059 | Reinforcing steel for 42" F-SHAPED PARAPET | Stockpiled Material Initial Payment | 0012 | $1,619.25 |
20539(04) | 0059 | Reinforcing steel for 42" F-SHAPED PARAPET | Stockpiled Material Adjustment | 0019 | $-1,619.25 |
20539(04) | 0059 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0026 | $-12.75 |
20539(04) | 0059 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0024 | $1,619.25 |
20539(04) | 0059 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0025 | $-1,606.50 |
20539(04) | 0064 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Adjustment | 0013 | $-11,203.49 |
20539(04) | 0064 | EPOXY COATED REINFORCING STEEL | Stockpiled Material Initial Payment | 0012 | $11,203.49 |
20539(04) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0024 | $15,150.60 |
20539(04) | 0064 | Epoxy Coated Reinforcing Steel | Stockpiled Material Closure | 0047 | $-15,150.60 |
20539(04) | 0065 | Piles, Furnished (HP 10X42) | Stockpiled Material Initial Payment | 0002 | $20,737.50 |
20539(04) | 0065 | Piles, Furnished (HP 10X42) | Stockpiled Material Adjustment | 0007 | $-9,973.75 |
20539(04) | 0065 | Piles, Furnished (HP 10X42) | Stockpiled Material Adjustment | 0023 | $-10,763.75 |
20539(04) | 0073 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0014 | $-2,733.92 |
20539(04) | 0073 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $6,151.32 |
20539(04) | 0073 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0023 | $-3,417.40 |
20539(04) | 0087 | Piles, Furnished (HP 10X42) | Stockpiled Material Initial Payment | 0002 | $22,712.50 |
20539(04) | 0087 | Piles, Furnished (HP 10X42) | Stockpiled Material Adjustment | 0032 | $-12,738.75 |
20539(04) | 0087 | Piles, Furnished (HP 10X42) | Stockpiled Material Adjustment | 0007 | $-9,973.75 |
20539(04) | 0095 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $6,834.80 |
20539(04) | 0095 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0014 | $-2,733.92 |
20539(04) | 0095 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0034 | $-4,100.88 |
20539(04) | 0125 | (PL) Cable End Anchor Unit | Stockpiled Material Initial Payment | 0004 | $11,010.88 |
20539(04) | 0125 | (PL) Cable End Anchor Unit | Stockpiled Material Adjustment | 0046 | $-4,129.08 |
20539(04) | 0125 | (PL) Cable End Anchor Unit | Stockpiled Material Adjustment | 0037 | $-5,505.44 |
20539(04) | 0125 | (PL) Cable End Anchor Unit | Stockpiled Material Closure | 0047 | $-1,376.36 |
20539(04) | 0126 | High-tension Cable Barrier(TL-4) | Stockpiled Material Adjustment | 0037 | $-183,804.00 |
20539(04) | 0126 | High-tension Cable Barrier(TL-4) | Stockpiled Material Initial Payment | 0004 | $183,804.00 |
24424(06) | 0190 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0023 | $-6,626.25 |
24424(06) | 0190 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0021 | $6,627.96 |
24424(06) | 0190 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0025 | $-1.71 |
24424(06) | 0200 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $7,680.96 |
24424(06) | 0200 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0035 | $-7,680.96 |
24424(06) | 0211 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Adjustment | 0012 | $-1,414.00 |
24424(06) | 0211 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Initial Payment | 0009 | $1,414.00 |
24424(06) | 0218 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Initial Payment | 0004 | $6,865.97 |
24424(06) | 0218 | Epoxy Coated Reinforcing Steel Br. D | Stockpiled Material Adjustment | 0007 | $-6,865.97 |
24424(06) | 0218 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-2,679.57 |
24424(06) | 0218 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0033 | $-4,304.92 |
24424(06) | 0218 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0033 | $6,984.49 |
24424(06) | 0228 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0007 | $-3,413.76 |
24424(06) | 0228 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0034 | $-4,267.20 |
24424(06) | 0228 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $7,680.96 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Initial Payment | 0006 | $64,190.21 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Adjustment | 0022 | $-45,589.78 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Initial Payment | 0009 | $38,688.77 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Adjustment | 0022 | $-38,688.77 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Closure | 0009 | $-64,190.21 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Adjustment | 0015 | $-68,385.16 |
24424(06) | 0238 | Prestessed Concrete Beams (TypeII) | Stockpiled Material Initial Payment | 0009 | $113,974.94 |
24424(06) | 0241 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0026 | $-1,603.87 |
24424(06) | 0241 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0024 | $1,603.87 |
24424(06) | 0247 | Epoxy Coated Reinforcing Steel Br. E | Stockpiled Material Adjustment | 0016 | $-12,452.34 |
24424(06) | 0247 | Epoxy Coated Reinforcing Steel Br. E | Stockpiled Material Initial Payment | 0004 | $12,452.34 |
24424(06) | 0247 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0026 | $-13,728.73 |
24424(06) | 0247 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0021 | $13,728.73 |
24424(06) | 0247 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0024 | $27,584.43 |
24424(06) | 0247 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0026 | $-27,584.43 |
24424(06) | 0253 | (PL)Fixed Bearing Assembly Br. E | Stockpiled Material Initial Payment | 0009 | $4,801.68 |
24424(06) | 0253 | (PL)Fixed Bearing Assembly Br. E | Stockpiled Material Adjustment | 0015 | $-2,134.08 |
24424(06) | 0253 | (PL)Fixed Bearing Assembly Br. E | Stockpiled Material Adjustment | 0026 | $-2,667.60 |
24424(06) | 0254 | (PL)Expansion Bearing Assembly Br. E | Stockpiled Material Adjustment | 0015 | $-1,067.04 |
24424(06) | 0254 | (PL)Expansion Bearing Assembly Br. E | Stockpiled Material Adjustment | 0026 | $-1,333.80 |
24424(06) | 0254 | (PL)Expansion Bearing Assembly Br. E | Stockpiled Material Initial Payment | 0009 | $2,400.84 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Initial Payment | 0009 | $16,580.77 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Adjustment | 0010 | $-16,580.77 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Closure | 0009 | $-64,190.21 |
24424(06) | 0260 | Prestressed Concrete Beams (Type II) | Stockpiled Material Initial Payment | 0006 | $64,190.21 |
24424(06) | 0260 | PRESTRESSED CONCRETE BEAMS (TYPE II)&Frt | Stockpiled Material Closure | 0047 | $-50,808.40 |
24424(06) | 0260 | PRESTRESSED CONCRETE BEAMS (TYPE II)&Frt | Stockpiled Material Initial Payment | 0013 | $135,489.08 |
24424(06) | 0260 | PRESTRESSED CONCRETE BEAMS (TYPE II)&Frt | Stockpiled Material Adjustment | 0034 | $-84,680.68 |
24424(06) | 0261 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0009 | $8,355.00 |
24424(06) | 0261 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0013 | $-8,355.00 |
24424(06) | 0263 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0013 | $-2,289.70 |
24424(06) | 0263 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0009 | $2,289.70 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0004 | $12,723.50 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0033 | $-1,477.74 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Initial Payment | 0009 | $22,063.18 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0011 | $-20,585.44 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel Br. F | Stockpiled Material Adjustment | 0011 | $-12,723.50 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0035 | $-107.30 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0033 | $12,774.12 |
24424(06) | 0269 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0033 | $-12,666.82 |
24424(06) | 0275 | (PL)Fixed Bearing Assembly Br. F | Stockpiled Material Adjustment | 0009 | $-2,134.08 |
24424(06) | 0275 | (PL)Fixed Bearing Assembly Br. F | Stockpiled Material Adjustment | 0034 | $-2,667.60 |
24424(06) | 0275 | (PL)Fixed Bearing Assembly Br. F | Stockpiled Material Initial Payment | 0009 | $4,801.68 |
24424(06) | 0276 | (PL)Expansion Bearing Assembly Br. F | Stockpiled Material Adjustment | 0034 | $-1,333.80 |
24424(06) | 0276 | (PL)Expansion Bearing Assembly Br. F | Stockpiled Material Initial Payment | 0009 | $2,400.84 |
24424(06) | 0276 | (PL)Expansion Bearing Assembly Br. F | Stockpiled Material Adjustment | 0009 | $-1,067.04 |
24424(06) | 0309 | (PL) Cable End Anchor Unit | Stockpiled Material Initial Payment | 0004 | $5,505.44 |
24424(06) | 0309 | (PL) Cable End Anchor Unit | Stockpiled Material Adjustment | 0037 | $-5,505.44 |
24424(06) | 0310 | High-tension Cable Barrier(TL-4) | Stockpiled Material Adjustment | 0037 | $-195,846.63 |
24424(06) | 0310 | High-tension Cable Barrier(TL-4) | Stockpiled Material Initial Payment | 0004 | $195,846.63 |
26076(04) | 0340 | High-tension Cable Barrier(TL-4) | Stockpiled Material Initial Payment | 0004 | $91,555.20 |
26076(04) | 0340 | High-tension Cable Barrier(TL-4) | Stockpiled Material Closure | 0047 | $-2,574.99 |
26076(04) | 0340 | High-tension Cable Barrier(TL-4) | Stockpiled Material Adjustment | 0046 | $-528.87 |
26076(04) | 0340 | High-tension Cable Barrier(TL-4) | Stockpiled Material Adjustment | 0033 | $-88,451.34 | 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 |
Lane Rental | 0003 | $-150,000.00 |
Lane Rental | 0025 | $-67,500.00 |
Lane Rental | 0034 | $120,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0036 | $-1,342,277.13 |
Withhold to Funds Avail(Prog. Est. Only) | 0037 | $1,342,277.13 |
Withhold to Funds Avail(Prog. Est. Only) | 0044 | $-196,652.72 |
Withhold to Funds Avail(Prog. Est. Only) | 0046 | $-1,547,749.61 |
Withhold to Funds Avail(Prog. Est. Only) | 0047 | $196,652.72 |
Withhold to Funds Avail(Prog. Est. Only) | 0047 | $1,547,749.61 | Subtotals For Contract Adjustments | $-97,500.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20539(04) | 0008 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0034 | 13,816.39 | $-1.75 | $-24,178.68 |
20539(04) | 0008 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0036 | 13,816.39 | $1.75 | $24,178.68 |
20539(04) | 0013 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0023 | -45,451.91 | $0.85 | $-38,634.12 |
20539(04) | 0013 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0036 | 45,451.91 | $0.85 | $38,634.12 |
20539(04) | 0014 | (SP)LIME | * Material Discrepancy Adjustments | 0022 | -45.00 | $110.00 | $-4,950.00 |
20539(04) | 0014 | (SP)LIME | * Material Discrepancy Adjustments | 0022 | -15.00 | $110.00 | $-1,650.00 |
20539(04) | 0014 | (SP)LIME | * Material Discrepancy Adjustments | 0022 | -10.00 | $110.00 | $-1,100.00 |
20539(04) | 0014 | (SP)LIME | * Material Discrepancy Adjustments | 0048 | 70.00 | $110.00 | $7,700.00 |
20539(04) | 0036 | INLET GPI TYPE 1 (DES. 1) | * Material Discrepancy Adjustments | 0036 | 13,816.39 | $1.75 | $24,178.68 |
20539(04) | 0036 | INLET GPI TYPE 1 (DES. 1) | * Material Discrepancy Adjustments | 0044 | -13,816.39 | $1.75 | $-24,178.68 |
20539(04) | 0050 | (PL)IMPACT ATTENUATOR | * Material Discrepancy Adjustments | 0030 | 6.00 | $-25,959.38 | $-155,756.28 |
20539(04) | 0050 | (PL)IMPACT ATTENUATOR | * Material Discrepancy Adjustments | 0031 | 6.00 | $25,959.38 | $155,756.28 |
20539(04) | 0060 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0011 | -75,487.29 | $2.69 | $-203,060.81 |
20539(04) | 0060 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0013 | 75,487.29 | $2.69 | $203,060.81 |
20539(04) | 0060 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0022 | -96,643.29 | $2.69 | $-259,970.45 |
20539(04) | 0060 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0024 | 96,643.29 | $2.69 | $259,970.45 |
20539(04) | 0065 | PILES, FURNISHED (HP 10X42) | * Material Discrepancy Adjustments | 0023 | -594.00 | $39.19 | $-23,278.86 |
20539(04) | 0065 | PILES, FURNISHED (HP 10X42) | * Material Discrepancy Adjustments | 0036 | 594.00 | $39.19 | $23,278.86 |
20539(04) | 0082 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0007 | -10,260.00 | $2.69 | $-27,599.40 |
20539(04) | 0082 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0009 | 10,260.00 | $2.69 | $27,599.40 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-2,325.09 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0009 | 0.00 | $0.00 | $-7,844.46 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $3,732.03 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $1,146.93 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $759.64 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $2,700.43 |
20539(04) | 0091 | DRILLED SHAFTS 54" DIAMETER | * Material Discrepancy Adjustments | 0048 | 0.00 | $0.00 | $1,830.52 |
24424(06) | 0192 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-6,166.87 |
24424(06) | 0192 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $2,986.43 |
24424(06) | 0192 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $2,070.40 |
24424(06) | 0192 | DRILLED SHAFTS 30" DIAMETER | * Material Discrepancy Adjustments | 0048 | 0.00 | $0.00 | $1,110.04 |
24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-3,924.62 |
24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-5,504.80 |
24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $2,665.81 |
24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $3,924.62 |
24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $1,848.13 |
24424(06) | 0220 | DRILLED SHAFTS 30" DIAMETER | * Material Discrepancy Adjustments | 0048 | 0.00 | $0.00 | $990.86 |
24424(06) | 0221 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-3,418.72 |
24424(06) | 0221 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $1,676.03 |
24424(06) | 0221 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $1,127.32 |
24424(06) | 0221 | DRILLED SHAFTS 48" DIAMETER | * Material Discrepancy Adjustments | 0048 | 0.00 | $0.00 | $615.37 |
24424(06) | 0242 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0016 | -6,356.00 | $2.94 | $-18,686.64 |
24424(06) | 0242 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0023 | -5,084.00 | $2.94 | $-14,946.96 |
24424(06) | 0242 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0024 | 6,356.00 | $2.94 | $18,686.64 |
24424(06) | 0242 | STRUCTURAL STEEL | * Material Discrepancy Adjustments | 0024 | 5,084.00 | $2.94 | $14,946.96 |
24424(06) | 0247 | EPOXY COATED REINFORCING STEEL | * Material Discrepancy Adjustments | 0016 | -18,794.00 | $1.13 | $-21,237.22 |
24424(06) | 0247 | EPOXY COATED REINFORCING STEEL | * Material Discrepancy Adjustments | 0036 | 18,794.00 | $1.13 | $21,237.22 |
24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0004 | 0.00 | $0.00 | $-27,145.43 |
24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-2,506.61 |
24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $27,145.43 |
24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $1,234.67 |
24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $820.74 |
24424(06) | 0271 | DRILLED SHAFTS 30" DIAMETER | * Material Discrepancy Adjustments | 0048 | 0.00 | $0.00 | $451.20 |
24424(06) | 0272 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0007 | 0.00 | $0.00 | $-1,190.46 |
24424(06) | 0272 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0021 | 0.00 | $0.00 | $590.58 |
24424(06) | 0272 | DRILLED SHAFTS 48" DIAMETER | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $385.60 |
24424(06) | 0272 | DRILLED SHAFTS 48" DIAMETER | * Material Discrepancy Adjustments | 0048 | 0.00 | $0.00 | $214.28 | Subtotals For Line Item Adjustments | $0.00 | * = 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 | 06/01/2009 | 12/15/2010 | 716.00 DYS | $15,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090321 | Estimate Number: | 0049 | Primary JP: | 20539(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-0040-4(396)128SS | Project: 20539(04) | Category: 0100/ROADWAY | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 200.000 | 51.000 | 51.000 | $6.00 | $0.00 | $306.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 22,197.000 | 55,384.290 | 55,384.290 | $5.00 | $0.00 | $276,921.45 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 55,376.000 | 117,885.290 | 117,885.290 | $8.67 | $0.00 | $1,022,065.47 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
0005 | TEMPORARY BALE BARRIER | 222 2801 | LF | 255.000 | 0.000 | 0.000 | $6.93 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 34,437.000 | 231.000 | 231.000 | $1.73 | $0.00 | $399.63 | |
0007 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 14.000 | 15.000 | 15.000 | $103.84 | $0.00 | $1,557.60 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 128,878.000 | 127,336.240 | 127,336.240 | $1.75 | $0.00 | $222,838.43 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 19.700 | 0.000 | 0.000 | $692.25 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 79.900 | 0.000 | 0.000 | $138.45 | $0.00 | $0.00 | |
0011 | AGGREGATE BASE | 303 0192 | CY | 37,413.000 | 31,534.600 | 31,534.600 | $30.72 | $0.00 | $968,742.91 | |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 193,189.000 | 169,101.650 | 169,101.650 | $8.55 | $0.00 | $1,445,819.10 | |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 261,105.000 | 178,439.390 | 178,439.390 | $0.85 | $0.00 | $151,673.49 | |
0014 | (SP)LIME | 327(D) 4230 | TON | 4,960.000 | 1,404.840 | 1,404.840 | $110.00 | $0.00 | $154,532.40 | |
0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 228,490.000 | 118,609.950 | 118,609.950 | $1.16 | $0.00 | $137,587.53 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 49,343.000 | 58,620.000 | 58,620.000 | $26.00 | $0.00 | $1,524,120.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 80,654.000 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0018 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 81,062.000 | 69,097.000 | 69,097.000 | $0.45 | $0.00 | $31,093.65 | |
0019 | 8" P.C. CONCRETE PAVEMENT | 414(A) 0260 | SY | 46,024.000 | 19,772.360 | 19,772.360 | $18.07 | $0.00 | $357,286.56 | |
0020 | 12" P.C. CONCRETE PAVEMENT | 414(A) 0264 | SY | 13,568.000 | 5,408.480 | 5,408.480 | $39.00 | $0.00 | $210,930.72 | |
0021 | 9.5" P.C. CONCRETE PAVEMENT | 414(A) 0361 | SY | 55,411.000 | 57,182.770 | 57,182.770 | $32.00 | $0.00 | $1,829,848.64 | |
0022 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 26,697.000 | 22,668.200 | 22,668.200 | $21.37 | $0.00 | $484,419.44 | |
0023 | 12" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5756 | SY | 40,122.000 | 9,033.680 | 9,033.680 | $43.00 | $0.00 | $388,448.24 | |
0024 | 9.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 6854 | SY | 73,715.000 | 86,398.520 | 86,398.520 | $38.00 | $0.00 | $3,283,143.76 | |
0025 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 800.000 | 20,853.810 | 20,853.810 | $125.00 | $0.00 | $2,606,726.25 | |
0026 | (SP)PORTLAND CEMENT CONCRETE FOR UNBONDED PAVEMENT OVERLAY | 414(H) 5225 | CY | 29,850.000 | 45,911.000 | 45,911.000 | $95.00 | $0.00 | $4,361,545.00 | |
0027 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT, UNBONDED OVERLAY, | 414(I) 5280 | SY | 107,355.000 | 147,063.600 | 147,063.600 | $13.00 | $0.00 | $1,911,826.80 | |
0028 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 33.000 | 16.620 | 16.620 | $24.50 | $0.00 | $407.19 | |
0029 | GRANULAR BACKFILL | 501(F) 6352 | CY | 44.000 | 44.000 | 44.000 | $79.61 | $0.00 | $3,502.84 | |
0030 | CLSM BACKFILL | 501(G) 6315 | CY | 31.000 | 15.360 | 15.360 | $146.97 | $0.00 | $2,257.46 | |
0031 | CLASS AA CONCRETE | 509(A) 0319 | CY | 95.000 | 94.800 | 94.800 | $734.85 | $0.00 | $69,663.78 | |
0032 | CLASS A CONCRETE | 509(B) 0321 | CY | 73.000 | 67.380 | 67.380 | $489.90 | $0.00 | $33,009.46 | |
0033 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 2.000 | 0.000 | 0.000 | $1,041.04 | $0.00 | $0.00 | |
0034 | REINFORCING STEEL | 511(A) 0332 | LB | 25,761.000 | 28,796.370 | 28,796.370 | $1.23 | $0.00 | $35,419.54 | |
0035 | (PL)INLET AND BASIN | 535 6138 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
0036 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 1.000 | 0.000 | 0.000 | $1,652.00 | $0.00 | $0.00 | |
0037 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 849.000 | 909.000 | 909.000 | $100.00 | $0.00 | $90,900.00 | |
0038 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 98.000 | 98.000 | 98.000 | $24.00 | $0.00 | $2,352.00 | |
0039 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 2,926.000 | 3,473.000 | 3,473.000 | $35.00 | $0.00 | $121,555.00 | |
0040 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 6.000 | 0.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0041 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 3.000 | 3.000 | $1,800.00 | $0.00 | $5,400.00 | |
0042 | 4" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1089 | LF | 13,113.000 | 717.000 | 717.000 | $3.00 | $0.00 | $2,151.00 | |
0043 | 4" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1094 | LF | 1,600.000 | 52.000 | 52.000 | $3.00 | $0.00 | $156.00 | |
0044 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
0045 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 77,951.000 | 21,085.900 | 21,085.900 | $1.24 | $0.00 | $26,146.51 | |
0046 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 63,641.000 | 43,671.240 | 43,671.240 | $2.04 | $0.00 | $89,089.33 | |
0047 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 4,740.000 | 4,783.030 | 4,783.030 | $65.00 | $0.00 | $310,896.95 | |
0048 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 44.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0049 | BARRIER DELINEATORS(TYPE 1, CODE 1) | 853 9060 | EA | 94.000 | 135.000 | 135.000 | $27.69 | $0.00 | $3,738.15 | |
0050 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 21.000 | 21.000 | 21.000 | $25,959.38 | $0.00 | $545,146.98 | |
0051 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 2.000 | 4.000 | 4.000 | $2,341.20 | $0.00 | $9,364.80 | |
8007 | (SP)PORTLAND CEMENT | 327(C) 4220 | TON | 0.000 | 478.880 | 478.880 | $160.95 | $0.00 | $77,075.74 | |
8008 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 48,155.700 | 48,155.700 | $1.16 | $0.00 | $55,860.61 | |
8009 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 0.000 | 21,000.000 | 21,000.000 | $-3.67 | $0.00 | $-77,070.00 | |
8011 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 0.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
8013 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 0.000 | 2.000 | 2.000 | $1,342.00 | $0.00 | $2,684.00 | |
8021 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 12,853.810 | 12,853.810 | $-7.52 | $0.00 | $-96,660.65 | |
8025 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $302,794.86 | $0.00 | $302,794.86 | |
8028 | DEDUCTION FOR FAILING MATERIAL | 105 2125 | TON | 0.000 | -10.000 | -10.000 | $110.00 | $0.00 | $-1,100.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $23,369,174.62 | ||||||||
Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0101/ROADWAY - ADD ALT | ||||||||
0052 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 5,000.000 | 0.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0053 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 0.000 | 0.000 | $150,000.00 | $0.00 | $0.00 | |
0054 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 12,765.000 | 9,332.600 | 9,332.600 | $1.40 | $0.00 | $13,065.64 | |
0055 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,449.000 | 0.000 | 0.000 | $2.45 | $0.00 | $0.00 | |
Subtotals For Category 0101/ROADWAY - ADD ALT | $0.00 | $13,065.64 | ||||||||
Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0200/BRIDGE 'A' | ||||||||
0056 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 140.000 | 140.000 | 140.000 | $12.25 | $0.00 | $1,715.00 | |
0057 | CLSM BACKFILL | 501(G) 6309 | CY | 190.000 | 190.000 | 190.000 | $183.71 | $0.00 | $34,904.90 | |
0058 | APPROACH SLAB | 504(A) 1304 | SY | 334.000 | 334.000 | 334.000 | $188.61 | $0.00 | $62,995.74 | |
0059 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 381.000 | 381.000 | 381.000 | $75.93 | $0.00 | $28,929.34 | |
0060 | STRUCTURAL STEEL | 506(A) 1322 | LB | 174,120.000 | 174,120.000 | 174,120.000 | $2.69 | $0.00 | $468,382.80 | |
0061 | CLASS AA CONCRETE | 509(A) 1326 | CY | 331.100 | 331.100 | 331.100 | $612.38 | $0.00 | $202,759.02 | |
0062 | CLASS A CONCRETE | 509(B) 1328 | CY | 217.000 | 217.000 | 217.000 | $721.38 | $0.00 | $156,539.46 | |
0063 | REINFORCING STEEL | 511(A) 1332 | LB | 1,240.000 | 1,240.000 | 1,240.000 | $1.35 | $0.00 | $1,674.00 | |
0064 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 95,040.000 | 95,040.000 | 95,040.000 | $1.15 | $0.00 | $109,296.00 | |
0065 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,089.000 | 1,089.000 | 1,089.000 | $39.19 | $0.00 | $42,677.91 | |
0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,089.000 | 994.770 | 994.770 | $13.48 | $0.00 | $13,409.50 | |
0067 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 22.000 | 22.000 | 22.000 | $918.56 | $0.00 | $20,208.32 | |
0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 700.000 | 700.000 | 700.000 | $4.29 | $0.00 | $3,003.00 | |
0069 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 304.000 | 317.250 | 317.250 | $967.55 | $0.00 | $306,955.24 | |
0070 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 490.500 | 490.500 | 490.500 | $3.68 | $0.00 | $1,805.04 | |
0071 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 11.000 | 11.000 | 11.000 | $306.19 | $0.00 | $3,368.09 | |
0072 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $569.51 | $0.00 | $10,251.18 | |
0073 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 36.000 | $845.08 | $0.00 | $30,422.88 | |
0074 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 36.000 | 36.000 | 36.000 | $688.31 | $0.00 | $24,779.16 | |
0075 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 150.000 | 150.000 | 150.000 | $30.62 | $0.00 | $4,593.00 | |
0076 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 25.000 | 25.000 | 25.000 | $30.62 | $0.00 | $765.50 | |
0077 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $110,000.00 | $0.00 | $110,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,639,435.08 | ||||||||
Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0201/BRIDGE 'B' | ||||||||
0078 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 150.000 | 150.000 | 150.000 | $12.25 | $0.00 | $1,837.50 | |
0079 | CLSM BACKFILL | 501(G) 6309 | CY | 203.000 | 203.000 | 203.000 | $183.71 | $0.00 | $37,293.13 | |
0080 | APPROACH SLAB | 504(A) 1304 | SY | 364.000 | 364.000 | 364.000 | $189.84 | $0.00 | $69,101.76 | |
0081 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 381.000 | 381.000 | 381.000 | $75.93 | $0.00 | $28,929.34 | |
0082 | STRUCTURAL STEEL | 506(A) 1322 | LB | 193,610.000 | 193,610.000 | 193,610.000 | $2.69 | $0.00 | $520,810.90 | |
0083 | CLASS AA CONCRETE | 509(A) 1326 | CY | 362.600 | 362.600 | 362.600 | $617.27 | $0.00 | $223,822.11 | |
0084 | CLASS A CONCRETE | 509(B) 1328 | CY | 234.800 | 234.800 | 234.800 | $722.60 | $0.00 | $169,666.48 | |
0085 | REINFORCING STEEL | 511(A) 1332 | LB | 1,240.000 | 1,240.000 | 1,240.000 | $1.33 | $0.00 | $1,649.20 | |
0086 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,990.000 | 102,990.000 | 102,990.000 | $1.20 | $0.00 | $123,588.00 | |
0087 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,300.000 | 1,374.470 | 1,374.470 | $48.99 | $0.00 | $67,335.29 | |
0088 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,300.000 | 1,374.470 | 1,374.470 | $13.48 | $0.00 | $18,527.85 | |
0089 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 26.000 | 26.000 | 26.000 | $918.56 | $0.00 | $23,882.56 | |
0090 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 724.000 | 724.000 | 724.000 | $3.98 | $0.00 | $2,881.52 | |
0091 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 432.000 | 440.000 | 440.000 | $808.34 | $0.00 | $355,669.60 | |
0092 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 518.500 | 518.500 | 518.500 | $3.98 | $0.00 | $2,063.63 | |
0093 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 11.000 | 11.000 | 11.000 | $306.19 | $0.00 | $3,368.09 | |
0094 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 20.000 | 20.000 | 20.000 | $569.51 | $0.00 | $11,390.20 | |
0095 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 40.000 | 40.000 | 40.000 | $865.90 | $0.00 | $34,636.00 | |
0096 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 40.000 | 40.000 | 40.000 | $691.99 | $0.00 | $27,679.60 | |
0097 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 164.000 | 164.000 | 164.000 | $30.62 | $0.00 | $5,021.68 | |
0098 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 25.000 | 25.000 | 25.000 | $30.62 | $0.00 | $765.50 | |
0099 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $110,000.00 | $0.00 | $110,000.00 | |
8027 | SPLICE(10" PILE) | 514 6205 | EA | 0.000 | 15.000 | 15.000 | $175.00 | $0.00 | $2,625.00 | |
8030 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-418.52 | $0.00 | $-418.52 | |
8034 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-400.00 | $0.00 | $-400.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $1,841,726.42 | ||||||||
Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0300/STRIPING | ||||||||
0100 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 84,024.000 | 56,260.000 | 56,260.000 | $0.56 | $0.00 | $31,505.60 | |
0101 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 11,316.000 | 11,001.000 | 11,001.000 | $0.69 | $0.00 | $7,590.69 | |
0102 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 5,520.000 | 4,633.000 | 4,633.000 | $0.98 | $0.00 | $4,540.34 | |
8015 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 854(C) 8530 | LF | 0.000 | 40,785.000 | 40,785.000 | $0.56 | $0.00 | $22,839.60 | |
8016 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 854(C) 8535 | LF | 0.000 | 36,587.000 | 36,587.000 | $0.69 | $0.00 | $25,245.03 | |
8017 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 854(C) 8540 | LF | 0.000 | 5,345.000 | 5,345.000 | $0.98 | $0.00 | $5,238.10 | |
Subtotals For Category 0300/STRIPING | $0.00 | $96,959.36 | ||||||||
Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0301/TRAFFIC OPERATIONS | ||||||||
0103 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 46,450.000 | 52,034.000 | 52,034.000 | $6.00 | $0.00 | $312,204.00 | |
0104 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 47,190.000 | 34,657.000 | 34,657.000 | $20.00 | $0.00 | $693,140.00 | |
0105 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 133,800.000 | 332,641.000 | 332,641.000 | $0.14 | $0.00 | $46,569.74 | |
0106 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 3,000.000 | 0.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0107 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 30,000.000 | 179,532.000 | 179,532.000 | $0.35 | $0.00 | $62,836.21 | |
0108 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 126,540.000 | 16,191.000 | 16,191.000 | $0.14 | $0.00 | $2,266.74 | |
0109 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 320.000 | 1.000 | 1.000 | $138.45 | $0.00 | $138.45 | |
0110 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 114,000.000 | 0.000 | 0.000 | $0.07 | $0.00 | $0.00 | |
0111 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 77.000 | 77.000 | $6.93 | $0.00 | $533.61 | |
0112 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,480.000 | 19,982.000 | 19,982.000 | $0.25 | $0.00 | $4,995.50 | |
0113 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 23,060.000 | 8,757.000 | 8,757.000 | $1.18 | $0.00 | $10,333.26 | |
0114 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 29,920.000 | 16,272.000 | 16,272.000 | $0.69 | $0.00 | $11,227.68 | |
0115 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 6,578.000 | 6,578.000 | $2.77 | $0.00 | $18,221.06 | |
0116 | WING BARRICADES | 880(C) 8848 | SD | 2,880.000 | 1,334.000 | 1,334.000 | $2.08 | $0.00 | $2,774.72 | |
0117 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 15,480.000 | 70,136.000 | 70,136.000 | $0.69 | $0.00 | $48,393.84 | |
0118 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 143,316.000 | 33,347.000 | 33,347.000 | $0.12 | $0.00 | $4,001.64 | |
0119 | DRUMS | 880(F) 8878 | SD | 143,316.000 | 59,129.000 | 59,129.000 | $0.07 | $0.00 | $4,139.03 | |
0120 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 14,600.000 | 0.000 | 0.000 | $0.14 | $0.00 | $0.00 | |
0121 | CHANNELIZER CONES | 880(G) 8890 | SD | 143,316.000 | 156,765.000 | 156,765.000 | $0.14 | $0.00 | $21,947.10 | |
0122 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,080.000 | 844.250 | 844.250 | $65.00 | $0.00 | $54,876.25 | |
0123 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 640.000 | 107.000 | 107.000 | $20.77 | $0.00 | $2,222.39 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 7,056.000 | 7,056.000 | $0.23 | $0.00 | $1,622.88 | |
8004 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 5,172.000 | 5,172.000 | $0.23 | $0.00 | $1,189.56 | |
Subtotals For Category 0301/TRAFFIC OPERATIONS | $0.00 | $1,303,633.66 | ||||||||
Fed/State Project Number: IMY-0040-4(396)128SS | Project: 20539(04) | Category: 0304/CABLE BARRIER | ||||||||
0124 | CLASS AA CONCRETE | 509(A) 0319 | CY | 372.000 | 282.200 | 282.200 | $4.00 | $0.00 | $1,128.80 | |
0125 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 8.000 | 7.000 | 7.000 | $2,076.75 | $0.00 | $14,537.25 | |
0126 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 21,200.000 | 21,517.000 | 21,517.000 | $14.53 | $0.00 | $312,642.01 | |
0127 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 1.000 | $2,769.00 | $0.00 | $2,769.00 | |
0128 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 10,600.000 | 3,750.000 | 3,750.000 | $4.16 | $0.00 | $15,600.00 | |
0129 | REMOVAL OF CABLE BARRIER | 628 5190 | LF | 10,600.000 | 10,536.000 | 10,536.000 | $2.08 | $0.00 | $21,914.88 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $368,591.94 | ||||||||
Subtotals For Project IMY-0040-4(396)128SS /20539(04) | $0.00 | $28,632,586.72 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0100/ROADWAY | ||||||||
0130 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 200.000 | 61.000 | 61.000 | $6.00 | $0.00 | $366.00 | |
0131 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 68,129.000 | 38,238.570 | 38,238.570 | $5.00 | $0.00 | $191,192.85 | |
0132 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 13,239.000 | 57,850.570 | 57,850.570 | $10.00 | $0.00 | $578,505.70 | |
0133 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
0134 | TEMPORARY BALE BARRIER | 222 2801 | LF | 510.000 | 0.000 | 0.000 | $6.93 | $0.00 | $0.00 | |
0135 | TEMPORARY SILT FENCE | 223 2801 | LF | 37,831.000 | 427.080 | 427.080 | $1.73 | $0.00 | $738.85 | |
0136 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 13.000 | 13.000 | 13.000 | $103.84 | $0.00 | $1,349.92 | |
0137 | SOLID SLAB SODDING | 230(A) 2806 | SY | 82,782.000 | 120,163.700 | 120,163.700 | $1.75 | $0.00 | $210,286.48 | |
0138 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 16.500 | 0.000 | 0.000 | $692.25 | $0.00 | $0.00 | |
0139 | MOWING | 241 2832 | AC | 51.300 | 0.000 | 0.000 | $138.45 | $0.00 | $0.00 | |
0140 | AGGREGATE BASE | 303 0192 | CY | 50,477.000 | 28,232.700 | 28,232.700 | $30.72 | $0.00 | $867,308.54 | |
0141 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 275,305.000 | 141,327.610 | 141,327.610 | $8.55 | $0.00 | $1,208,351.06 | |
0142 | SEPARATOR FABRIC | 325 5271 | SY | 336,281.000 | 149,902.770 | 149,902.770 | $0.85 | $0.00 | $127,417.35 | |
0143 | (SP)LIME | 327(D) 4230 | TON | 6,621.000 | 1,866.960 | 1,866.960 | $110.00 | $0.00 | $205,365.60 | |
0144 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 304,996.000 | 147,715.910 | 147,715.910 | $1.16 | $0.00 | $171,350.46 | |
0145 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 35,632.000 | 42,054.000 | 42,054.000 | $26.00 | $0.00 | $1,093,404.00 | |
0146 | PRIME COAT | 408 5774 | GAL | 107,767.000 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0147 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 72,568.000 | 64,637.000 | 64,637.000 | $0.45 | $0.00 | $29,086.65 | |
0148 | 8" P.C. CONCRETE PAVEMENT | 414(A) 0260 | SY | 40,504.000 | 20,905.020 | 20,905.020 | $18.07 | $0.00 | $377,753.71 | |
0149 | 12" P.C. CONCRETE PAVEMENT | 414(A) 0264 | SY | 33,188.000 | 6,750.190 | 6,750.190 | $39.00 | $0.00 | $263,257.41 | |
0150 | 9.5" P.C. CONCRETE PAVEMENT | 414(A) 0361 | SY | 48,673.000 | 51,533.970 | 51,533.970 | $32.00 | $0.00 | $1,649,087.04 | |
0151 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 18,420.000 | 20,997.580 | 20,997.580 | $21.37 | $0.00 | $448,718.28 | |
0152 | 12" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5756 | SY | 109,956.000 | 14,536.880 | 14,536.880 | $43.00 | $0.00 | $625,085.84 | |
0153 | 9.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 6854 | SY | 67,094.000 | 69,538.930 | 69,538.930 | $38.00 | $0.00 | $2,642,479.34 | |
0154 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 36.000 | 17.280 | 17.280 | $24.50 | $0.00 | $423.36 | |
0155 | GRANULAR BACKFILL | 501(F) 6352 | CY | 47.000 | 34.000 | 34.000 | $79.61 | $0.00 | $2,706.74 | |
0156 | CLASS AA CONCRETE | 509(A) 0319 | CY | 59.000 | 71.600 | 71.600 | $796.09 | $0.00 | $57,000.05 | |
0157 | CLASS A CONCRETE | 509(B) 0321 | CY | 51.450 | 45.400 | 45.400 | $704.24 | $0.00 | $31,972.50 | |
0158 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 53.000 | 0.000 | 0.000 | $734.85 | $0.00 | $0.01 | |
0159 | CLASS C CONCRETE | 509(D) 0325 | CY | 25.000 | 25.520 | 25.520 | $489.90 | $0.00 | $12,502.25 | |
0160 | REINFORCING STEEL | 511(A) 0332 | LB | 19,353.000 | 18,607.670 | 18,607.670 | $1.23 | $0.00 | $22,887.43 | |
0161 | (PL)INLET AND BASIN | 535 6138 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
0162 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $1,147.00 | $0.00 | $1,147.00 | |
0163 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 2.000 | 4.000 | 4.000 | $1,342.00 | $0.00 | $5,368.00 | |
0164 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 302.000 | 302.000 | 302.000 | $41.81 | $0.00 | $12,626.62 | |
0165 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 95.000 | 95.000 | 95.000 | $49.92 | $0.00 | $4,742.40 | |
0166 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 100.000 | 100.000 | 100.000 | $20.72 | $0.00 | $2,072.00 | |
0167 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 930.000 | 1,924.000 | 1,924.000 | $31.16 | $0.00 | $59,951.84 | |
0168 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 3.000 | 3.000 | 3.000 | $1,800.00 | $0.00 | $5,400.00 | |
0169 | TYPE B6 SLOPED CONCRETE END SECTION | 613(MM) 7521 | EA | 2.000 | 2.000 | 2.000 | $1,200.00 | $0.00 | $2,400.00 | |
0170 | 4" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1089 | LF | 47,470.000 | 3,500.000 | 3,500.000 | $3.00 | $0.00 | $10,500.00 | |
0171 | 4" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1094 | LF | 1,400.000 | 129.000 | 129.000 | $3.00 | $0.00 | $387.00 | |
0172 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
0173 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 162,976.000 | 20,949.890 | 20,949.890 | $1.24 | $0.00 | $25,977.87 | |
0174 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 62,973.000 | 39,439.510 | 39,439.510 | $2.04 | $0.00 | $80,456.60 | |
0175 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 3,972.000 | 3,941.660 | 3,941.660 | $65.00 | $0.00 | $256,207.90 | |
0176 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 48.000 | 4.000 | 4.000 | $612.38 | $0.00 | $2,449.52 | |
0177 | BARRIER DELINEATORS(TYPE 1, CODE 1) | 853 9060 | EA | 80.000 | 153.000 | 153.000 | $27.69 | $0.00 | $4,236.57 | |
0178 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 12.000 | 13.000 | 13.000 | $25,959.38 | $0.00 | $337,471.94 | |
0179 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 2.000 | 2.000 | 2.000 | $2,341.20 | $0.00 | $4,682.40 | |
8000 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 22,525.130 | 22,525.130 | $125.00 | $0.00 | $2,815,641.25 | |
8001 | (SP)P.C. C. FOR UNBONDED PAVE. OVERLAY | 414(H) 5225 | CY | 0.000 | 45,911.000 | 45,911.000 | $95.00 | $0.00 | $4,361,545.00 | |
8002 | (SP)P.C.C. PAVE.UNBONDED O/L, PLACE ONLY | 414(I) 5280 | SY | 0.000 | 125,441.220 | 125,441.220 | $13.00 | $0.00 | $1,630,735.86 | |
8010 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 0.000 | 11,000.000 | 11,000.000 | $-5.00 | $0.00 | $-55,000.00 | |
8022 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 14,525.130 | 14,525.130 | $-7.52 | $0.00 | $-109,228.98 | |
8023 | (SP)TIME (B) BID | 644 7211 | DAY | 0.000 | 150.000 | 150.000 | $15,000.00 | $0.00 | $2,250,000.00 | |
8026 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $281,785.47 | $0.00 | $281,785.47 | |
8029 | DEDUCTION FOR FAILING MATERIAL | 105 2125 | TON | 0.000 | -7.500 | -7.500 | $110.00 | $0.00 | $-825.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $23,164,328.68 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0200/BRIDGE 'C' | ||||||||
0180 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 265.000 | 265.000 | 265.000 | $18.38 | $0.00 | $4,870.70 | |
0181 | CLSM BACKFILL | 501(G) 6309 | CY | 150.000 | 150.000 | 150.000 | $183.71 | $0.00 | $27,556.50 | |
0182 | APPROACH SLAB | 504(A) 1304 | SY | 500.500 | 500.500 | 500.500 | $186.16 | $0.00 | $93,173.08 | |
0183 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 73.700 | 73.700 | 73.700 | $369.87 | $0.00 | $27,259.42 | |
0184 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 323.200 | 323.200 | 323.200 | $77.17 | $0.00 | $24,941.35 | |
0185 | STRUCTURAL STEEL | 506(A) 1322 | LB | 111,320.000 | 111,320.000 | 111,320.000 | $2.65 | $0.00 | $294,998.00 | |
0186 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 36.700 | 36.700 | 36.700 | $122.48 | $0.00 | $4,495.02 | |
0187 | CLASS AA CONCRETE | 509(A) 1326 | CY | 194.200 | 194.200 | 194.200 | $624.62 | $0.00 | $121,301.21 | |
0188 | CLASS A CONCRETE | 509(B) 1328 | CY | 174.100 | 184.300 | 184.300 | $796.09 | $0.00 | $146,719.39 | |
0189 | REINFORCING STEEL | 511(A) 1332 | LB | 680.000 | 1,240.000 | 1,240.000 | $1.35 | $0.00 | $1,674.00 | |
0190 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 74,780.000 | 76,280.000 | 76,280.000 | $1.21 | $0.00 | $92,298.80 | |
0191 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 657.000 | 657.000 | 657.000 | $3.98 | $0.00 | $2,614.86 | |
0192 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 391.000 | 391.000 | 391.000 | $606.26 | $0.00 | $237,047.66 | |
0193 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 92.000 | 92.000 | 92.000 | $1,188.01 | $0.00 | $109,296.92 | |
0194 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 12.000 | 0.000 | 0.000 | $122.48 | $0.00 | $0.00 | |
0195 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 1.000 | 0.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
0196 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 3.800 | 0.000 | 0.000 | $1,224.75 | $0.00 | $0.00 | |
0197 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 174.200 | 174.200 | 174.200 | $3.68 | $0.00 | $641.06 | |
0198 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 3.000 | $367.43 | $0.00 | $1,102.29 | |
0199 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $1,041.04 | $0.00 | $18,738.72 | |
0200 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 36.000 | $1,071.66 | $0.00 | $38,579.76 | |
0201 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 148.000 | 148.000 | 148.000 | $30.62 | $0.00 | $4,531.76 | |
0202 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 72.000 | 72.000 | 72.000 | $30.62 | $0.00 | $2,204.64 | |
0203 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $8,500.00 | $0.00 | $17,000.00 | |
0204 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
0205 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2535 | EA | 2.000 | 2.000 | 2.000 | $18,000.00 | $0.00 | $36,000.00 | |
0206 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2545 | EA | 2.000 | 2.000 | 2.000 | $24,000.00 | $0.00 | $48,000.00 | |
8031 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-2,100.90 | $0.00 | $-2,100.90 | |
Subtotals For Category 0200/BRIDGE 'C' | $0.00 | $1,392,944.24 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0201/BRIDGE 'D' | ||||||||
0207 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 250.000 | 250.000 | 250.000 | $18.38 | $0.00 | $4,595.00 | |
0208 | CLSM BACKFILL | 501(G) 6309 | CY | 160.000 | 160.000 | 160.000 | $183.71 | $0.00 | $29,393.60 | |
0209 | APPROACH SLAB | 504(A) 1304 | SY | 500.500 | 500.500 | 500.500 | $186.16 | $0.00 | $93,173.08 | |
0210 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 73.700 | 73.700 | 73.700 | $369.87 | $0.00 | $27,259.42 | |
0211 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 323.200 | 323.200 | 323.200 | $77.17 | $0.00 | $24,941.34 | |
0212 | STRUCTURAL STEEL | 506(A) 1322 | LB | 111,320.000 | 111,320.000 | 111,320.000 | $2.69 | $0.00 | $299,450.80 | |
0213 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 38.400 | 38.400 | 38.400 | $122.48 | $0.00 | $4,703.23 | |
0214 | CLASS AA CONCRETE | 509(A) 1326 | CY | 194.200 | 194.200 | 194.200 | $617.27 | $0.00 | $119,873.83 | |
0215 | CLASS A CONCRETE | 509(B) 1328 | CY | 174.000 | 184.200 | 184.200 | $796.09 | $0.00 | $146,639.78 | |
0216 | SLOPE WALL (4") | 510(C) 6137 | SY | 938.000 | 2,002.200 | 2,002.200 | $75.93 | $0.00 | $152,027.05 | |
0217 | REINFORCING STEEL | 511(A) 1332 | LB | 720.000 | 1,280.000 | 1,280.000 | $1.35 | $0.00 | $1,728.00 | |
0218 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 74,770.000 | 76,270.000 | 76,270.000 | $1.23 | $0.00 | $93,812.10 | |
0219 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 651.000 | 651.000 | 651.000 | $3.98 | $0.00 | $2,590.98 | |
0220 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 376.000 | 376.000 | 376.000 | $581.76 | $0.00 | $218,741.76 | |
0221 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 100.000 | 100.000 | 100.000 | $911.21 | $0.00 | $91,121.00 | |
0222 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 12.000 | 0.000 | 0.000 | $367.43 | $0.00 | $0.00 | |
0223 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 1.000 | 0.000 | 0.000 | $612.38 | $0.00 | $0.00 | |
0224 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 2.300 | 0.000 | 0.000 | $1,224.75 | $0.00 | $0.00 | |
0225 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 174.300 | 174.300 | 174.300 | $3.68 | $0.00 | $641.42 | |
0226 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 3.000 | $612.38 | $0.00 | $1,837.14 | |
0227 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $1,006.74 | $0.00 | $18,121.32 | |
0228 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 36.000 | $987.15 | $0.00 | $35,537.40 | |
0229 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 148.000 | 148.000 | 148.000 | $30.62 | $0.00 | $4,531.76 | |
0230 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 72.000 | 72.000 | 72.000 | $30.62 | $0.00 | $2,204.64 | |
0231 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $4,500.00 | $0.00 | $9,000.00 | |
0232 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
0233 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2535 | EA | 2.000 | 2.000 | 2.000 | $15,000.00 | $0.00 | $30,000.00 | |
0234 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2545 | EA | 2.000 | 2.000 | 2.000 | $18,000.00 | $0.00 | $36,000.00 | |
0235 | (PL)REMOVAL OF BRIDGE ITEM (TYPE E) | 619(B) 2550 | LSUM | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
8032 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-2,016.17 | $0.00 | $-2,016.17 | |
Subtotals For Category 0201/BRIDGE 'D' | $0.00 | $1,483,408.48 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0202/BRIDGE 'E' | ||||||||
0236 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 495.000 | 495.000 | 495.000 | $24.50 | $0.00 | $12,127.50 | |
0237 | CLSM BACKFILL | 501(G) 6309 | CY | 321.000 | 321.000 | 321.000 | $183.71 | $0.00 | $58,970.92 | |
0238 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,611.000 | 1,611.000 | 1,611.000 | $198.41 | $0.00 | $319,638.51 | |
0239 | APPROACH SLAB | 504(A) 1304 | SY | 652.800 | 652.800 | 652.800 | $173.91 | $0.00 | $113,528.45 | |
0240 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 90.500 | 90.500 | 90.500 | $269.45 | $0.00 | $24,385.23 | |
0241 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 523.400 | 523.400 | 523.400 | $77.17 | $0.00 | $40,390.78 | |
0242 | STRUCTURAL STEEL | 506(A) 1322 | LB | 11,440.000 | 11,440.000 | 11,440.000 | $2.94 | $0.00 | $33,633.60 | |
0243 | CLASS AA CONCRETE | 509(A) 1326 | CY | 372.400 | 372.400 | 372.400 | $600.13 | $0.00 | $223,488.42 | |
0244 | CLASS A CONCRETE | 509(B) 1328 | CY | 325.500 | 325.500 | 325.500 | $612.38 | $0.00 | $199,329.69 | |
0245 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 60.000 | 60.000 | 60.000 | $61.24 | $0.00 | $3,674.40 | |
0246 | REINFORCING STEEL | 511(A) 1332 | LB | 2,280.000 | 2,280.000 | 2,280.000 | $1.35 | $0.00 | $3,078.00 | |
0247 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 172,230.000 | 172,230.000 | 172,230.000 | $1.13 | $0.00 | $194,619.90 | |
0248 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,296.000 | 1,296.000 | 1,296.000 | $3.98 | $0.00 | $5,158.08 | |
0249 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 890.000 | 902.910 | 902.910 | $318.44 | $0.00 | $287,522.66 | |
0250 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 202.000 | 213.250 | 213.250 | $636.87 | $0.00 | $135,812.53 | |
0251 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 86.000 | 84.000 | 84.000 | $4.29 | $0.00 | $360.36 | |
0252 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $612.38 | $0.00 | $1,224.76 | |
0253 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 36.000 | 36.000 | 36.000 | $1,010.42 | $0.00 | $36,375.12 | |
0254 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 18.000 | $1,071.66 | $0.00 | $19,289.88 | |
0255 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 166.000 | 166.000 | 166.000 | $30.62 | $0.00 | $5,082.92 | |
0256 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 80.000 | 80.000 | 80.000 | $30.62 | $0.00 | $2,449.60 | |
0257 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $110,000.00 | $0.00 | $110,000.00 | |
Subtotals For Category 0202/BRIDGE 'E' | $0.00 | $1,830,141.31 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0203/BRIDGE 'F' | ||||||||
0258 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 495.000 | 495.000 | 495.000 | $18.38 | $0.00 | $9,098.10 | |
0259 | CLSM BACKFILL | 501(G) 6309 | CY | 321.000 | 321.000 | 321.000 | $183.71 | $0.00 | $58,970.91 | |
0260 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,611.000 | 1,611.000 | 1,611.000 | $205.76 | $0.00 | $331,479.36 | |
0261 | APPROACH SLAB | 504(A) 1304 | SY | 652.800 | 652.800 | 652.800 | $175.15 | $0.00 | $114,337.92 | |
0262 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 90.500 | 90.500 | 90.500 | $371.11 | $0.00 | $33,585.46 | |
0263 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 523.400 | 523.400 | 523.400 | $78.38 | $0.00 | $41,024.10 | |
0264 | STRUCTURAL STEEL | 506(A) 1322 | LB | 11,440.000 | 11,440.000 | 11,440.000 | $3.63 | $0.00 | $41,527.20 | |
0265 | CLASS AA CONCRETE | 509(A) 1326 | CY | 372.400 | 372.400 | 372.400 | $630.75 | $0.00 | $234,891.31 | |
0266 | CLASS A CONCRETE | 509(B) 1328 | CY | 324.700 | 324.700 | 324.700 | $649.12 | $0.00 | $210,769.26 | |
0267 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 60.000 | 60.000 | 60.000 | $61.24 | $0.00 | $3,674.40 | |
0268 | REINFORCING STEEL | 511(A) 1332 | LB | 2,280.000 | 2,280.000 | 2,280.000 | $1.55 | $0.00 | $3,534.00 | |
0269 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 172,220.000 | 172,220.000 | 172,220.000 | $1.14 | $0.00 | $196,330.80 | |
0270 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,296.000 | 1,296.000 | 1,296.000 | $3.98 | $0.00 | $5,158.08 | |
0271 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 756.000 | 753.000 | 753.000 | $388.25 | $0.00 | $292,352.25 | |
0272 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 192.000 | 192.000 | 192.000 | $774.04 | $0.00 | $148,615.68 | |
0273 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 86.000 | 84.000 | 84.000 | $3.68 | $0.00 | $309.12 | |
0274 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $612.38 | $0.00 | $1,224.76 | |
0275 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 36.000 | 36.000 | 36.000 | $869.57 | $0.00 | $31,304.52 | |
0276 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 18.000 | 18.000 | 18.000 | $869.57 | $0.00 | $15,652.26 | |
0277 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 166.000 | 166.000 | 166.000 | $30.62 | $0.00 | $5,082.92 | |
0278 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 80.000 | 80.000 | 80.000 | $30.62 | $0.00 | $2,449.60 | |
0279 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $110,000.00 | $0.00 | $110,000.00 | |
8033 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-665.48 | $0.00 | $-665.48 | |
Subtotals For Category 0203/BRIDGE 'F' | $0.00 | $1,890,706.53 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0300/STRIPING | ||||||||
0280 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 77,660.000 | 44,204.600 | 44,204.600 | $0.56 | $0.00 | $24,754.58 | |
0281 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 10,463.000 | 14,647.000 | 14,647.000 | $0.69 | $0.00 | $10,106.43 | |
0282 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 5,520.000 | 2,994.000 | 2,994.000 | $0.98 | $0.00 | $2,934.12 | |
Subtotals For Category 0300/STRIPING | $0.00 | $37,795.13 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0302/TRAFFIC OPERATIONS | ||||||||
0283 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 41,112.000 | 49,846.000 | 49,846.000 | $6.00 | $0.00 | $299,076.00 | |
0284 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 48,860.000 | 32,236.000 | 32,236.000 | $20.00 | $0.00 | $644,720.00 | |
0285 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 218,864.000 | 297,018.500 | 297,018.500 | $0.14 | $0.00 | $41,582.59 | |
0286 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 3,000.000 | 0.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0287 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 65,559.000 | 155,288.000 | 155,288.000 | $0.35 | $0.00 | $54,350.81 | |
0288 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 92,340.000 | 12,844.000 | 12,844.000 | $0.14 | $0.00 | $1,798.16 | |
0289 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 320.000 | 4.000 | 4.000 | $138.45 | $0.00 | $553.80 | |
0290 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 114,000.000 | 0.000 | 0.000 | $0.07 | $0.00 | $0.00 | |
0291 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 132.000 | 132.000 | $6.93 | $0.00 | $914.76 | |
0292 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,480.000 | 20,036.000 | 20,036.000 | $0.25 | $0.00 | $5,009.00 | |
0293 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 19,640.000 | 9,154.000 | 9,154.000 | $1.18 | $0.00 | $10,801.72 | |
0294 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 28,660.000 | 11,747.000 | 11,747.000 | $0.69 | $0.00 | $8,105.43 | |
0295 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 3,044.000 | 3,044.000 | $2.77 | $0.00 | $8,431.88 | |
0296 | WING BARRICADES | 880(C) 8848 | SD | 800.000 | 1,276.000 | 1,276.000 | $2.08 | $0.00 | $2,654.08 | |
0297 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 13,680.000 | 45,784.000 | 45,784.000 | $0.69 | $0.00 | $31,590.96 | |
0298 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 160,800.000 | 27,393.000 | 27,393.000 | $0.12 | $0.00 | $3,287.16 | |
0299 | DRUMS | 880(F) 8878 | SD | 160,800.000 | 46,528.000 | 46,528.000 | $0.07 | $0.00 | $3,256.96 | |
0300 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 14,600.000 | 0.000 | 0.000 | $0.14 | $0.00 | $0.00 | |
0301 | CHANNELIZER CONES | 880(G) 8890 | SD | 160,800.000 | 146,361.000 | 146,361.000 | $0.14 | $0.00 | $20,490.54 | |
0302 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,080.000 | 979.750 | 979.750 | $77.53 | $0.00 | $75,960.04 | |
0303 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 13,140.000 | 12,188.000 | 12,188.000 | $41.54 | $0.00 | $506,289.52 | |
0304 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 8,760.000 | 3,324.000 | 3,324.000 | $6.93 | $0.00 | $23,035.32 | |
0305 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 2,920.000 | 1,108.000 | 1,108.000 | $6.93 | $0.00 | $7,678.44 | |
0306 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 1,460.000 | 554.000 | 554.000 | $6.93 | $0.00 | $3,839.22 | |
0307 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 640.000 | 99.000 | 99.000 | $20.77 | $0.00 | $2,056.23 | |
Subtotals For Category 0302/TRAFFIC OPERATIONS | $0.00 | $1,755,482.62 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0304/CABLE BARRIER | ||||||||
0308 | CLASS AA CONCRETE | 509(A) 0319 | CY | 395.000 | 313.090 | 313.090 | $304.59 | $0.00 | $95,364.08 | |
0309 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 7.000 | 5.000 | 5.000 | $2,076.75 | $0.00 | $10,383.75 | |
0310 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 22,589.000 | 20,788.000 | 20,788.000 | $14.53 | $0.00 | $302,049.64 | |
0311 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 1.000 | $2,769.00 | $0.00 | $2,769.00 | |
0312 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 22,589.000 | 8,113.000 | 8,113.000 | $4.16 | $0.00 | $33,750.08 | |
0313 | REMOVAL OF CABLE BARRIER | 628 5190 | LF | 22,589.000 | 21,072.000 | 21,072.000 | $2.08 | $0.00 | $43,829.76 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $488,146.31 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0600/STAKING | ||||||||
0314 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $355,000.00 | $0.00 | $355,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $355,000.00 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0640/CONSTRUCTION | ||||||||
0315 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0316 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0317 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $2,500,000.00 | $0.00 | $2,500,000.00 | |
0318 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $350,000.00 | $0.00 | $350,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $2,890,000.00 | ||||||||
Fed/State Project Number: IM-STIM(015) | Project: 24424(06) | Category: 0850/Non ARRA Funding | ||||||||
8005 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 6,408.000 | 6,408.000 | $0.23 | $0.00 | $1,473.84 | |
8006 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 4,704.000 | 4,704.000 | $0.23 | $0.00 | $1,081.92 | |
8012 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 0.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
8018 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 854(C) 8530 | LF | 0.000 | 39,666.000 | 39,666.000 | $0.56 | $0.00 | $22,212.96 | |
8019 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 854(C) 8535 | LF | 0.000 | 26,096.000 | 26,096.000 | $0.69 | $0.00 | $18,006.24 | |
8020 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 854(C) 8540 | LF | 0.000 | 3,366.000 | 3,366.000 | $0.98 | $0.00 | $3,298.68 | |
8024 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2505 | EA | 0.000 | 4.000 | 4.000 | $954.90 | $0.00 | $3,819.60 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $52,493.24 | ||||||||
Subtotals For Project IM-STIM(015) /24424(06) | $0.00 | $35,340,446.54 |
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: IMG-0040-4(421)125TR | Project: 26076(04) | Category: 0300/TRAFFIC CONTROL ITEMS | ||||||||
0319 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 45.000 | 0.000 | 0.000 | $138.45 | $0.00 | $0.00 | |
0320 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 90.000 | 2.000 | 2.000 | $6.93 | $0.00 | $13.86 | |
0321 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,395.000 | 644.000 | 644.000 | $0.25 | $0.00 | $161.00 | |
0322 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 90.000 | 180.000 | 180.000 | $1.18 | $0.00 | $212.40 | |
0323 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 990.000 | 224.000 | 224.000 | $0.69 | $0.00 | $154.56 | |
0324 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 90.000 | 0.000 | 0.000 | $2.77 | $0.00 | $0.00 | |
0325 | WING BARRICADES | 880(C) 8848 | SD | 90.000 | 60.000 | 60.000 | $2.08 | $0.00 | $124.80 | |
0326 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,170.000 | 12.000 | 12.000 | $0.69 | $0.00 | $8.28 | |
0327 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 22,251.000 | 730.000 | 730.000 | $0.14 | $0.00 | $102.20 | |
0328 | DRUMS | 880(F) 8878 | SD | 22,251.000 | 730.000 | 730.000 | $0.07 | $0.00 | $51.10 | |
0329 | CONES(36" LARGE) | 880(H) 8896 | SD | 20,340.000 | 12,762.000 | 12,762.000 | $0.04 | $0.00 | $510.48 | |
0330 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 180.000 | 24.500 | 24.500 | $65.00 | $0.00 | $1,592.50 | |
0331 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 270.000 | 0.000 | 0.000 | $20.77 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL ITEMS | $0.00 | $2,931.18 | ||||||||
Fed/State Project Number: IMG-0040-4(421)125TR | Project: 26076(04) | Category: 0304/CABLE BARRIER ITEMS | ||||||||
0332 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 2,086.000 | 1,280.170 | 1,280.170 | $8.00 | $0.00 | $10,241.36 | |
0333 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 500.000 | 0.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
0334 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,000.000 | 0.000 | 0.000 | $1.73 | $0.00 | $0.00 | |
0335 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 9.000 | 0.000 | 0.000 | $103.84 | $0.00 | $0.00 | |
0336 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,867.000 | 0.000 | 0.000 | $1.75 | $0.00 | $0.00 | |
0337 | AGGREGATE BASE | 303 5912 | TON | 3,376.000 | 2,245.870 | 2,245.870 | $45.00 | $0.00 | $101,064.15 | |
0338 | CLASS AA CONCRETE | 509(A) 0319 | CY | 199.000 | 116.260 | 116.260 | $304.59 | $0.00 | $35,411.63 | |
0339 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 8.000 | 4.000 | 4.000 | $2,076.75 | $0.00 | $8,307.00 | |
0340 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 10,560.000 | 10,263.000 | 10,263.000 | $14.53 | $0.00 | $149,121.39 | |
0341 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 1.000 | $2,769.00 | $0.00 | $2,769.00 | |
Subtotals For Category 0304/CABLE BARRIER ITEMS | $0.00 | $306,914.53 | ||||||||
Subtotals For Project IMG-0040-4(421)125TR /26076(04) | $0.00 | $309,845.71 |