Contract ID: | 100395 | Estimate Number: | 0048 , Final | Spec Year: | 1999 | |||
Primary JP: | 08932(04) | Residency: | CLAREMORE (08300) | Contract No: | 610868 | |||
Date Created: | 10/28/2016 | Contractor FEI: | 731316732 | Account No: | 400800 |
Project Number(s): | BRFY-058C(235), BRFY-058C(237), STPY-058C(240) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-10: FROM THE I-44 INTERCHANGE, EXTEND EAST. PROJECT LENGTH = 3.566 MILES. | ||||||||
Primary County: | OTTAWA | ||||||||
Name of Road: | SH-10 | ||||||||
Prime Contractor: | BECCO CONTRACTORS, INC. | Time Charged: | 849.00 | ||||||
P.O. BOX 9159 | Time Allowed: | 860.00 | |||||||
TULSA , OK 74157 | Percent Time: | 98.72 % |
Paid To Date: | $19,182,273.72 | Payable This Statement: | $-189,867.23 |
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. |
BECCO CONTRACTORS, 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: | 100395 | Estimate Number: | 0048 | Contract No: | 610868 | |||
Residency: | CLAREMORE (08300) | Estimate Type: | Final | Account No: | 400800 | |||
Project Number(s): | BRFY-058C(235), BRFY-058C(237), STPY-058C(240) | ||||||||||||
Primary Job Piece No: | 08932(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-10: FROM THE I-44 INTERCHANGE, EXTEND EAST. PROJECT LENGTH = 3.566 MILES. | ||||||||||||
Primary County: | OTTAWA | ||||||||||||
Name of Road: | SH-10 | ||||||||||||
Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
P.O. BOX 9159 | |||||||||||||
TULSA , OK 74157 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 11/18/2010 | NTP Effective Date: | 04/04/2011 | Pay Period: | 08/16/2013 TO 10/12/2016 |
Date Awarded: | 12/06/2010 | Date Work Began: | 04/04/2011 | Original Contract Time: | 650 |
Date Contract Executed: | 12/22/2010 | Date Time Stopped: | 07/29/2013 | Current Time Charged: | 849.00 |
Date NTP Issued: | 01/04/2011 | Completion Date: | 07/29/2013 | Current Time Allowed: | 860.00 |
General Liability Expires: | 03/01/2017 | Workman's Comp Expires: | 02/01/2017 | Percent Time Used: | 98.72 % |
Specification Year: | 1999 | ||||
Bid Amount: | $19,695,764.93 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $20,276,436.50 | Participating: | $18,931,142.20 | $19,124,240.69 | $-193,098.49 | ||
Percent Complete: | 94.60 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $1,094,162.78 | Total Earnings: | $18,931,142.20 | $19,124,240.69 | $-193,098.49 | ||
Stockpiled Materials: | $0.00 | $0.02 | $-0.02 | ||||
Gross Earnings: | $18,931,142.20 | $19,124,240.71 | $-193,098.51 | ||||
Other Adjustments: | $251,131.52 | $247,900.24 | $3,231.28 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $19,182,273.72 | $19,372,140.95 | $-189,867.23 |
Contract ID: | 100395 | Estimate Number: | 0048 | Primary JP: | 08932(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Supplemental agreement to remove light pole. | Approved | 07/07/2011 | 0.0 | $2,625.00 |
002 | Rock Excavation Quantity | Approved | 02/04/2014 | 0.0 | $522,663.06 |
003 | Penelty due to impropper timed work on I-44 | Approved | 12/10/2012 | 0.0 | $-75,000.00 |
004 | Concrete pavement removal | Approved | 08/13/2013 | 0.0 | $18,424.26 |
005 | Days recovered from Utility Conflicts | Approved | 04/11/2013 | 110.0 | $0.00 |
006 | Add Milestone to SH-137 construction | Approved | 04/29/2013 | 0.0 | $30,000.00 |
007 | Failing material deduction | Approved | 11/26/2012 | 0.0 | $-1,447.74 |
008 | FAILING MATERIAL DEDUCTION | Approved | 06/25/2013 | 0.0 | $-3,675.98 |
009 | Pay plan plus on line 108 | Approved | 04/17/2013 | 0.0 | $5,159.25 |
010 | Remobilization | Approved | 11/04/2013 | 0.0 | $1,800.00 |
011 | Ride spec and lane rental settlement | Approved | 08/02/2016 | 0.0 | $-86,449.03 |
012 | Final Contract Item Quantities | Approved | 10/11/2016 | 0.0 | $-1,178,721.83 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0022 | $-3,229.81 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0021 | $-2,515.51 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0024 | $-26,051.68 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0032 | $-608.93 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Initial Payment | 0005 | $43,733.04 |
08932(04) | 0022 | dowel bar baskets | Stockpiled Material Adjustment | 0025 | $-11,327.11 |
08932(04) | 0022 | DURO PLAIN PAD | Stockpiled Material Initial Payment | 0006 | $20,720.00 |
08932(04) | 0022 | DURO PLAIN PAD | Stockpiled Material Adjustment | 0021 | $-20,720.00 |
08932(04) | 0035 | frm & cvr | Stockpiled Material Adjustment | 0022 | $-421.28 |
08932(04) | 0035 | frm & cvr | Stockpiled Material Adjustment | 0025 | $-2,948.98 |
08932(04) | 0035 | frm & cvr | Stockpiled Material Adjustment | 0038 | $-1,474.49 |
08932(04) | 0035 | frm & cvr | Stockpiled Material Initial Payment | 0020 | $4,844.75 |
08932(04) | 0035 | Stockpiled Material Initial Payment | 0030 | $1,895.60 | |
08932(04) | 0035 | Stockpiled Material Adjustment | 0038 | $-1,895.60 | |
08932(04) | 0036 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $898.00 |
08932(04) | 0036 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0017 | $-808.20 |
08932(04) | 0036 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-89.80 |
08932(04) | 0037 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,378.00 |
08932(04) | 0037 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-689.00 |
08932(04) | 0037 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0017 | $-689.00 |
08932(04) | 0042 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,035.00 |
08932(04) | 0042 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-1,035.00 |
08932(04) | 0045 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,217.00 |
08932(04) | 0045 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0014 | $-2,217.00 |
08932(04) | 0048 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-1,315.00 |
08932(04) | 0048 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,315.00 |
08932(04) | 0049 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0011 | $-1,555.00 |
08932(04) | 0049 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $7,775.00 |
08932(04) | 0049 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0010 | $-6,220.00 |
08932(04) | 0052 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0012 | $-2,275.00 |
08932(04) | 0052 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,275.00 |
08932(04) | 0053 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $616.00 |
08932(04) | 0053 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0022 | $-616.00 |
08932(04) | 0054 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $616.00 |
08932(04) | 0054 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0037 | $-616.00 |
08932(04) | 0055 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0037 | $-146.64 |
08932(04) | 0055 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $146.64 |
08932(04) | 0059 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-1,839.39 |
08932(04) | 0059 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0025 | $-1,634.57 |
08932(04) | 0059 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $3,473.96 |
08932(04) | 0061 | frm & grt | Stockpiled Material Adjustment | 0025 | $-8,192.79 |
08932(04) | 0061 | frm & grt | Stockpiled Material Adjustment | 0034 | $-3,641.24 |
08932(04) | 0061 | frm & grt | Stockpiled Material Initial Payment | 0020 | $14,109.81 |
08932(04) | 0061 | frm & grt | Stockpiled Material Adjustment | 0024 | $-1,365.47 |
08932(04) | 0061 | frm & grt | Stockpiled Material Adjustment | 0022 | $-910.31 |
08932(04) | 0061 | Stockpiled Material Adjustment | 0034 | $-8,663.90 | |
08932(04) | 0061 | Stockpiled Material Initial Payment | 0030 | $8,663.90 | |
08932(04) | 0062 | Stockpiled Material Closure | 0048 | $-0.01 | |
08932(04) | 0062 | inlets | Stockpiled Material Adjustment | 0034 | $-3,963.02 |
08932(04) | 0062 | inlets | Stockpiled Material Adjustment | 0025 | $-9,687.39 |
08932(04) | 0062 | inlets | Stockpiled Material Adjustment | 0024 | $-1,100.84 |
08932(04) | 0062 | inlets | Stockpiled Material Adjustment | 0022 | $-660.50 |
08932(04) | 0062 | inlets | Stockpiled Material Initial Payment | 0020 | $15,411.76 |
08932(04) | 0062 | Stockpiled Material Initial Payment | 0030 | $5,834.50 | |
08932(04) | 0062 | Stockpiled Material Adjustment | 0034 | $-5,834.50 | |
08932(04) | 0070 | Stockpiled Material Closure | 0042 | $-5,593.64 | |
08932(04) | 0070 | Stockpiled Material Initial Payment | 0009 | $7,115.72 | |
08932(04) | 0070 | Stockpiled Material Adjustment | 0020 | $-1,522.08 | |
10430(04) | 0158 | Stockpiled Material Closure | 0048 | $0.01 | |
10430(04) | 0158 | dowel bar baskets | Stockpiled Material Adjustment | 0033 | $-7,917.47 |
10430(04) | 0158 | dowel bar baskets | Stockpiled Material Initial Payment | 0005 | $28,932.80 |
10430(04) | 0158 | dowel bar baskets | Stockpiled Material Adjustment | 0021 | $-19,919.02 |
10430(04) | 0158 | dowel bar baskets | Stockpiled Material Adjustment | 0023 | $-1,096.32 |
10430(04) | 0176 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,418.00 |
10430(04) | 0176 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-1,418.00 |
10430(04) | 0177 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,315.00 |
10430(04) | 0177 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-1,315.00 |
10430(04) | 0180 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $232.05 |
10430(04) | 0180 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0022 | $-232.05 |
10430(04) | 0182 | Stockpiled Material Initial Payment | 0030 | $8,663.90 | |
10430(04) | 0182 | Stockpiled Material Adjustment | 0036 | $-6,300.00 | |
10430(04) | 0182 | Stockpiled Material Adjustment | 0040 | $-700.00 | |
10430(04) | 0182 | Stockpiled Material Closure | 0042 | $-1,663.90 | |
10430(04) | 0183 | Stockpiled Material Initial Payment | 0030 | $5,834.50 | |
10430(04) | 0183 | Stockpiled Material Adjustment | 0036 | $-5,834.50 | |
10430(04) | 0187 | Stockpiled Material Initial Payment | 0009 | $1,084.48 | |
10430(04) | 0187 | Stockpiled Material Adjustment | 0018 | $-570.78 | |
10430(04) | 0187 | Stockpiled Material Adjustment | 0023 | $-475.65 | |
10430(04) | 0187 | Stockpiled Material Closure | 0042 | $-38.05 | |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Adjustment | 0013 | $-35,096.66 |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Adjustment | 0032 | $-74,828.72 |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Adjustment | 0012 | $-39,732.06 |
10430(04) | 0213 | PRESTRESSED J BEAMS | Stockpiled Material Initial Payment | 0006 | $149,657.44 |
10430(04) | 0214 | Stockpiled Material Adjustment | 0035 | $-9,900.79 | |
10430(04) | 0214 | Stockpiled Material Initial Payment | 0022 | $10,122.09 | |
10430(04) | 0214 | Stockpiled Material Closure | 0042 | $-221.30 | |
10430(04) | 0216 | Stockpiled Material Initial Payment | 0022 | $2,105.48 | |
10430(04) | 0216 | Stockpiled Material Adjustment | 0035 | $-812.93 | |
10430(04) | 0216 | Stockpiled Material Adjustment | 0036 | $-1,292.55 | |
10430(04) | 0222 | reinforce steel | Stockpiled Material Initial Payment | 0020 | $166.33 |
10430(04) | 0222 | reinforce steel | Stockpiled Material Adjustment | 0028 | $-166.33 |
10430(04) | 0223 | Stockpiled Material Closure | 0048 | $-0.01 | |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Initial Payment | 0020 | $12,416.66 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0028 | $-5,322.51 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0030 | $-1,771.64 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0029 | $-5,322.51 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Adjustment | 0028 | $-95.69 |
10430(04) | 0223 | reinforcing steel | Stockpiled Material Initial Payment | 0020 | $95.69 |
10430(04) | 0223 | Stockpiled Material Adjustment | 0028 | $-5,322.51 | |
10430(04) | 0223 | Stockpiled Material Initial Payment | 0022 | $18,451.44 | |
10430(04) | 0223 | Stockpiled Material Adjustment | 0034 | $-2,899.31 | |
10430(04) | 0223 | Stockpiled Material Adjustment | 0033 | $-2,375.78 | |
10430(04) | 0223 | Stockpiled Material Adjustment | 0030 | $-2,531.32 | |
10430(04) | 0223 | Stockpiled Material Adjustment | 0029 | $-5,322.51 | |
10430(04) | 0224 | PILES, FURNISHED (10X42) | Stockpiled Material Adjustment | 0005 | $-6,098.40 |
10430(04) | 0224 | PILES, FURNISHED (10X42) | Stockpiled Material Initial Payment | 0001 | $6,098.40 |
10430(04) | 0225 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Adjustment | 0005 | $-33,037.20 |
10430(04) | 0225 | PILES, FURNISHED (HP 12X53) | Stockpiled Material Initial Payment | 0001 | $33,037.20 |
10430(04) | 0229 | Stockpiled Material Closure | 0048 | $-0.01 | |
10430(04) | 0229 | drill shaft steel | Stockpiled Material Initial Payment | 0020 | $5,230.47 |
10430(04) | 0229 | drill shaft steel | Stockpiled Material Adjustment | 0027 | $-2,615.23 |
10430(04) | 0229 | drill shaft steel | Stockpiled Material Adjustment | 0028 | $-2,615.23 |
12573(04) | 0302 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $713.00 |
12573(04) | 0302 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0019 | $-713.00 |
12573(04) | 0305 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,738.00 |
12573(04) | 0305 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0017 | $-2,738.00 |
12573(04) | 0308 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-1,849.00 |
12573(04) | 0308 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,849.00 |
12573(04) | 0312 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,555.00 |
12573(04) | 0312 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-1,555.00 |
12573(04) | 0315 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $2,035.00 |
12573(04) | 0315 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0007 | $-2,035.00 |
12573(04) | 0317 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-326.06 |
12573(04) | 0317 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $326.06 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-71.80 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $170.20 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0024 | $-43.40 |
12573(04) | 0318 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-55.00 |
12573(04) | 0321 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-269.99 |
12573(04) | 0321 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $269.99 |
12573(04) | 0322 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Initial Payment | 0003 | $1,242.42 |
12573(04) | 0322 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0015 | $-946.76 |
12573(04) | 0322 | IN SUPPLIERS YARD (MIAMI, OK) | Stockpiled Material Adjustment | 0028 | $-295.66 |
12573(04) | 0323 | Stockpiled Material Adjustment | 0034 | $-527.80 | |
12573(04) | 0323 | Stockpiled Material Adjustment | 0031 | $-16,800.00 | |
12573(04) | 0323 | Stockpiled Material Initial Payment | 0030 | $17,327.80 | |
12573(04) | 0325 | Stockpiled Material Initial Payment | 0030 | $11,669.00 | |
12573(04) | 0325 | Stockpiled Material Adjustment | 0031 | $-11,669.00 | |
12573(04) | 0331 | Stockpiled Material Initial Payment | 0009 | $4,774.89 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0014 | $-361.45 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0016 | $-951.17 | |
12573(04) | 0331 | Stockpiled Material Closure | 0042 | $-608.75 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0013 | $-447.05 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0010 | $-808.50 | |
12573(04) | 0331 | Stockpiled Material Adjustment | 0011 | $-1,597.97 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0043 | --3.0 | $2,000.00 | $-6,000.00 |
System Application of Liquidated Damages | 0044 | -3.0 | $2,000.00 | $6,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | 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 |
08932(04) | 0003 | ROCK EXCAVATION | * QAQC | 0030 | 3.00 | $6,000.00 | $18,000.00 |
08932(04) | 0003 | ROCK EXCAVATION | * QAQC | 0031 | 15.00 | $6,000.00 | $90,000.00 |
08932(04) | 0003 | ROCK EXCAVATION | * QAQC | 0032 | 16.00 | $6,000.00 | $96,000.00 |
08932(04) | 0003 | ROCK EXCAVATION | * QAQC | 0043 | -34.00 | $6,000.00 | $-204,000.00 |
08932(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -753.00 | $1.50 | $-1,129.50 |
08932(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0010 | -351.00 | $1.50 | $-526.50 |
08932(04) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0018 | 1,104.00 | $1.50 | $1,656.00 |
08932(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 621.83 | $4.91 | $3,056.33 |
08932(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 61.74 | $4.39 | $271.04 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 299.11 | $3.76 | $1,124.69 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 303.34 | $3.76 | $1,140.57 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 185.47 | $3.76 | $697.38 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 182.28 | $3.86 | $704.52 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 273.88 | $3.86 | $1,058.56 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 238.02 | $4.39 | $1,044.94 |
08932(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 72.14 | $4.18 | $301.55 |
08932(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 720.42 | $5.01 | $3,614.49 |
08932(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 98.50 | $4.41 | $435.09 |
08932(04) | 0063 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0005 | -52.00 | $50.00 | $-2,600.00 |
08932(04) | 0063 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0006 | 52.00 | $50.00 | $2,600.00 |
08932(04) | 0068 | 48" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0005 | -84.00 | $130.00 | $-10,920.00 |
08932(04) | 0068 | 48" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0006 | 84.00 | $130.00 | $10,920.00 |
08932(04) | 0071 | 18" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0005 | -2.00 | $600.00 | $-1,200.00 |
08932(04) | 0071 | 18" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0006 | 2.00 | $600.00 | $1,200.00 |
08932(04) | 0075 | 48" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0005 | -2.00 | $1,800.00 | $-3,600.00 |
08932(04) | 0075 | 48" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0006 | 2.00 | $1,800.00 | $3,600.00 |
10430(04) | 0144 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0010 | -345.00 | $1.50 | $-517.50 |
10430(04) | 0144 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0018 | 345.00 | $1.50 | $517.50 |
10430(04) | 0153 | (SP)MODIFIED SUBGRADE | * Missing Material Certification | 0026 | -3,104.72 | $3.00 | $-9,314.18 |
10430(04) | 0153 | (SP)MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0027 | 1,034.91 | $-0.75 | $-776.18 |
10430(04) | 0153 | (SP)MODIFIED SUBGRADE | * Missing Material Certification | 0027 | 3,104.72 | $3.00 | $9,314.16 |
10430(04) | 0153 | (SP)MODIFIED SUBGRADE | * Missing Material Certification | 0048 | 0.00 | $0.00 | $776.20 |
10430(04) | 0156 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 65.50 | $3.86 | $253.16 |
10430(04) | 0156 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 14.42 | $4.39 | $63.31 |
10430(04) | 0156 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 49.22 | $4.18 | $205.74 |
10430(04) | 0186 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0005 | -120.00 | $55.00 | $-6,600.00 |
10430(04) | 0186 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0006 | 120.00 | $55.00 | $6,600.00 |
10430(04) | 0204 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0002 | -467.00 | $5.00 | $-2,335.00 |
10430(04) | 0204 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0004 | 467.00 | $5.00 | $2,335.00 |
10430(04) | 0205 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0007 | -125.00 | $50.00 | $-6,250.00 |
10430(04) | 0205 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0018 | 125.00 | $50.00 | $6,250.00 |
10430(04) | 0213 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | * SUBSTANDARD ITEM | 0013 | 1.00 | $-5,000.00 | $-5,000.00 |
10430(04) | 0213 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | * SUBSTANDARD ITEM | 0043 | 1.00 | $5,000.00 | $5,000.00 |
10430(04) | 0220 | CLASS A CONCRETE | * SUBSTANDARD ITEM | 0029 | 2.00 | $-10,000.00 | $-20,000.00 |
10430(04) | 0220 | CLASS A CONCRETE | * SUBSTANDARD ITEM | 0043 | 2.00 | $10,000.00 | $20,000.00 |
10430(04) | 0229 | DRILLED SHAFTS 66" DIAMETER | * SUBSTANDARD ITEM | 0029 | 1.00 | $-50,000.00 | $-50,000.00 |
10430(04) | 0229 | DRILLED SHAFTS 66" DIAMETER | * SUBSTANDARD ITEM | 0043 | 1.00 | $50,000.00 | $50,000.00 |
12573(04) | 0269 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0005 | -1.50 | $86.00 | $-129.00 |
12573(04) | 0269 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0011 | -235.00 | $1.50 | $-352.50 |
12573(04) | 0269 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0018 | 321.00 | $1.50 | $481.50 |
12573(04) | 0271 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0036 | -1,777.78 | $1.25 | $-2,222.23 |
12573(04) | 0271 | SOLID SLAB SODDING | * Missing Material Certification | 0048 | 1,777.78 | $1.25 | $2,222.23 |
12573(04) | 0278 | (SP)MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0024 | -20.44 | $3.00 | $-61.33 |
12573(04) | 0278 | (SP)MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0043 | 20.44 | $3.00 | $61.33 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 343.48 | $3.76 | $1,291.50 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 1,554.82 | $3.76 | $5,846.20 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 5,164.99 | $4.91 | $25,386.18 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0028 | 306.86 | $5.75 | $1,766.00 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0028 | 306.86 | $-22.20 | $-6,812.29 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0032 | 4,836.55 | $5.96 | $28,850.26 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 174.13 | $4.91 | $855.86 |
12573(04) | 0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 101.55 | $4.39 | $445.81 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,171.73 | $4.49 | $9,762.04 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 6,759.97 | $3.76 | $25,417.83 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 117.04 | $3.76 | $440.10 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 2,076.71 | $3.76 | $7,808.53 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 447.26 | $3.76 | $1,681.72 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 877.38 | $3.86 | $3,391.12 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,483.65 | $3.86 | $9,599.43 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 769.44 | $3.86 | $2,973.92 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 1,974.38 | $4.91 | $9,704.18 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 299.44 | $4.91 | $1,471.76 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0028 | 915.37 | $-3.15 | $-2,883.42 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 915.37 | $5.75 | $5,268.00 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 5,733.78 | $5.96 | $34,202.28 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 509.07 | $5.96 | $3,036.63 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 3,308.25 | $5.96 | $19,733.88 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 256.55 | $4.91 | $1,260.96 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 49.95 | $4.39 | $219.31 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 66.57 | $4.18 | $278.27 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0043 | 1,000.00 | $-4.00 | $-4,000.00 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0043 | 1,000.00 | $-1.50 | $-1,500.00 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0043 | 1,000.00 | $-3.50 | $-3,500.00 |
12573(04) | 0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0048 | -13.30 | $-5.86 | $77.94 |
12573(04) | 0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 198.94 | $4.29 | $854.89 |
12573(04) | 0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 3,576.02 | $5.61 | $20,087.22 |
12573(04) | 0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 6,152.64 | $5.01 | $30,869.03 |
12573(04) | 0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0043 | 323.87 | $-5.44 | $-1,761.85 |
12573(04) | 0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0048 | -23.13 | $-6.69 | $154.91 |
12573(04) | 0284 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,002.30 | $4.29 | $4,307.08 |
12573(04) | 0284 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | -0.27 | $5.01 | $-1.36 |
12573(04) | 0284 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 120.62 | $4.77 | $576.23 |
12573(04) | 0293 | 6" CONCRETE DRIVEWAY | * Material Discrepancy Adjustments | 0024 | 40.00 | $-9.65 | $-386.04 |
12573(04) | 0293 | 6" CONCRETE DRIVEWAY | * Material Discrepancy Adjustments | 0024 | 40.00 | $-9.65 | $-386.04 |
12573(04) | 0293 | 6" CONCRETE DRIVEWAY | * Material Discrepancy Adjustments | 0043 | 80.00 | $9.65 | $772.08 |
12573(04) | 0342 | FENCE-STYLE WWF | * Material Discrepancy Adjustments | 0002 | 1,821.00 | $9.00 | $16,389.00 |
12573(04) | 0342 | FENCE-STYLE WWF | * Material Discrepancy Adjustments | 0006 | -1,821.00 | $9.00 | $-16,389.00 | Subtotals For Line Item Adjustments | $251,131.52 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 04/04/2011 | 10/15/2012 | 560.00 DYS | $6,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0030 | $-18,000.00 |
01 | System Application of Disincentive Adj | 0031 | $-90,000.00 |
01 | System Application of Disincentive Adj | 0032 | $-96,000.00 |
01 | System Application of Disincentive Adj | 0033 | $-90,000.00 |
01 | System Application of Disincentive Adj | 0034 | $-96,000.00 |
01 | System Application of Disincentive Adj | 0035 | $-90,000.00 |
01 | System Application of Disincentive Adj | 0036 | $-90,000.00 |
01 | System Application of Disincentive Adj | 0037 | $-90,000.00 |
01 | System Application of Disincentive Adj | 0043 | $90,000.00 |
01 | System Application of Disincentive Adj | 0043 | $18,000.00 |
01 | System Application of Disincentive Adj | 0043 | $96,000.00 |
01 | System Application of Disincentive Adj | 0043 | $96,000.00 |
01 | System Application of Disincentive Adj | 0043 | $90,000.00 |
01 | System Application of Disincentive Adj | 0043 | $90,000.00 |
01 | System Application of Disincentive Adj | 0043 | $90,000.00 |
01 | System Application of Disincentive Adj | 0043 | $90,000.00 | Subtotals For Milestones | $0.00 |
Contract ID: | 100395 | Estimate Number: | 0048 | Primary JP: | 08932(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: BRFY-058C(235) | Project: 08932(04) | Category: 0100/ROADWAY - BRFY-058C(235) | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 65,661.000 | 32,030.680 | -33,630.320 | 32,030.680 | $5.00 | $-168,151.60 | $160,153.40 |
0003 | ROCK EXCAVATION | 202(B) 0182 | CY | 9,988.000 | 12,485.000 | -25,899.390 | 12,485.000 | $25.00 | $-647,484.75 | $312,125.00 |
0004 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 215.000 | 215.000 | 215.000 | $5.00 | $0.00 | $1,075.00 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,600.000 | 3,266.000 | 3,266.000 | $1.50 | $0.00 | $4,899.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,820.000 | 42.000 | 42.000 | $7.00 | $0.00 | $294.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 39,607.000 | 46,055.000 | 0.030 | 46,055.000 | $1.25 | $0.04 | $57,568.75 |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 16.300 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.200 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 16.400 | 24.250 | 24.250 | $50.00 | $0.00 | $1,212.50 | |
0012 | AGGREGATE BASE | 303 0192 | CY | 12,176.000 | 10,600.600 | 10,600.600 | $28.00 | $0.00 | $296,816.79 | |
0013 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 42,461.000 | 42,628.090 | 42,628.090 | $14.00 | $0.00 | $596,793.26 | |
0014 | SEPARATOR FABRIC | 325 5271 | SY | 57,517.000 | 57,544.740 | 57,544.740 | $1.00 | $0.00 | $57,544.74 | |
0015 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 49,233.000 | 42,041.630 | 42,041.630 | $3.00 | $0.00 | $126,124.90 | |
0016 | (SP)GEOSYNTHETIC SUBGRADE REINFORCEMENT | 328 2600 | SY | 4,923.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,073.000 | 1,245.800 | 1,245.800 | $14.00 | $0.00 | $17,441.20 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 694.000 | 683.570 | 683.570 | $64.00 | $0.00 | $43,748.48 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 1,919.000 | 1,554.250 | 1,554.250 | $52.00 | $0.00 | $80,821.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 495.000 | 720.420 | 720.420 | $70.00 | $0.00 | $50,429.40 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 128.000 | 98.500 | 98.500 | $63.00 | $0.00 | $6,205.50 | |
0022 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 40,198.000 | 40,203.800 | 40,203.800 | $14.00 | $0.00 | $562,853.21 | |
0023 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 9,986.000 | 9,986.600 | 9,986.600 | $95.00 | $0.00 | $948,727.01 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 15.000 | 9.630 | 9.630 | $25.00 | $0.00 | $240.76 | |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 24.000 | 26.570 | 26.570 | $500.00 | $0.00 | $13,285.00 | |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 3,155.000 | 3,400.220 | 3,400.220 | $1.00 | $0.00 | $3,400.22 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 116.000 | 105.840 | 105.840 | $30.00 | $0.00 | $3,175.20 | |
0028 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 10,223.000 | 9,064.000 | 9,064.000 | $4.00 | $0.00 | $36,256.00 | |
0029 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 1,150.000 | 1,150.000 | 1,150.000 | $17.00 | $0.00 | $19,550.00 | |
0030 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 3,836.000 | 4,086.410 | 4,086.410 | $40.00 | $0.00 | $163,456.40 | |
0031 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 3.000 | 3.000 | $2,000.00 | $0.00 | $6,000.00 | |
0032 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 3.000 | 3.000 | 3.000 | $2,700.00 | $0.00 | $8,100.00 | |
0033 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 5.000 | 3.170 | 3.170 | $200.00 | $0.00 | $634.00 | |
0034 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 9.000 | 7.920 | 7.920 | $300.00 | $0.00 | $2,376.00 | |
0035 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 31.000 | 31.000 | 31.000 | $350.00 | $0.00 | $10,850.00 | |
0036 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 6.000 | 6.000 | 6.000 | $1,800.00 | $0.00 | $10,800.00 | |
0037 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 5.000 | 5.000 | 5.000 | $2,200.00 | $0.00 | $11,000.00 | |
0038 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 2.000 | 2.000 | 2.000 | $2,400.00 | $0.00 | $4,800.00 | |
0039 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0040 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 1.000 | 1.000 | 1.000 | $3,800.00 | $0.00 | $3,800.00 | |
0041 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 1.000 | 1.000 | 1.000 | $1,600.00 | $0.00 | $1,600.00 | |
0042 | INLET GPI TYPE 1 (DES. 5) | 611(E) 5331 | EA | 4.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0043 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 1.000 | 1.000 | 1.000 | $2,300.00 | $0.00 | $2,300.00 | |
0044 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5872 | EA | 1.000 | 1.000 | 1.000 | $5,200.00 | $0.00 | $5,200.00 | |
0045 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5874 | EA | 1.000 | 1.000 | 1.000 | $5,600.00 | $0.00 | $5,600.00 | |
0046 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5886 | EA | 1.000 | 1.000 | 1.000 | $6,900.00 | $0.00 | $6,900.00 | |
0047 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(2B) | 611(E) 5888 | EA | 1.000 | 1.000 | 1.000 | $6,900.00 | $0.00 | $6,900.00 | |
0048 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 3.000 | 3.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0049 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 7.000 | 7.000 | 7.000 | $4,200.00 | $0.00 | $29,400.00 | |
0050 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 7.000 | 7.000 | 7.000 | $4,600.00 | $0.00 | $32,200.00 | |
0051 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 2.000 | 2.000 | 2.000 | $5,700.00 | $0.00 | $11,400.00 | |
0052 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5990 | EA | 2.000 | 2.000 | 2.000 | $6,500.00 | $0.00 | $13,000.00 | |
0053 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 43.000 | 39.580 | 39.580 | $250.00 | $0.00 | $9,895.00 | |
0054 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 6.000 | 5.330 | 5.330 | $450.00 | $0.00 | $2,398.50 | |
0055 | INLET GPI TYPE 1 (ADD'L DEPTH) | 611(F) 5374 | VF | 13.000 | 8.390 | -0.200 | 8.390 | $300.00 | $-60.00 | $2,517.00 |
0056 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 0.270 | 0.270 | $350.00 | $0.00 | $94.50 | |
0057 | INLET W/LJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5870 | VF | 7.000 | 1.410 | 1.410 | $550.00 | $0.00 | $775.50 | |
0058 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 8.000 | 2.500 | 2.500 | $1,000.00 | $0.00 | $2,500.00 | |
0059 | INLET W/SJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5970 | VF | 77.000 | 57.280 | 57.280 | $400.00 | $0.00 | $22,912.00 | |
0060 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 16.000 | 9.920 | 9.920 | $750.00 | $0.00 | $7,440.00 | |
0061 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 96.000 | 96.000 | 96.000 | $350.00 | $0.00 | $33,600.00 | |
0062 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 194.000 | 194.000 | 0.000 | 194.000 | $250.00 | $0.00 | $48,500.00 |
0063 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 1,428.000 | 1,561.000 | 1,561.000 | $50.00 | $0.00 | $78,050.00 | |
0064 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,722.000 | 2,767.500 | 2,767.500 | $55.00 | $0.00 | $152,212.50 | |
0065 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,049.000 | 1,050.000 | 1,050.000 | $65.00 | $0.00 | $68,250.00 | |
0066 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 545.000 | 541.000 | 541.000 | $85.00 | $0.00 | $45,985.00 | |
0067 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 143.000 | 144.000 | 144.000 | $110.00 | $0.00 | $15,840.00 | |
0068 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 609.000 | 623.500 | 623.500 | $130.00 | $0.00 | $81,055.00 | |
0069 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 2.000 | $900.00 | $0.00 | $1,800.00 | |
0070 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 748.000 | 160.000 | 160.000 | $24.00 | $0.00 | $3,840.00 | |
0071 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 15.000 | 17.000 | 17.000 | $600.00 | $0.00 | $10,200.00 | |
0072 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 4.000 | 4.000 | $700.00 | $0.00 | $2,800.00 | |
0073 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 2.000 | 2.000 | $900.00 | $0.00 | $1,800.00 | |
0074 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 7.000 | 7.000 | 7.000 | $1,200.00 | $0.00 | $8,400.00 | |
0075 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 3.000 | 3.000 | 3.000 | $1,800.00 | $0.00 | $5,400.00 | |
0076 | TRENCH EXCAVATION | 613(S) 1180 | CY | 6,522.000 | 7,630.960 | 7,630.960 | $15.00 | $0.00 | $114,464.43 | |
0077 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 3,034.000 | 3,799.070 | 3,799.070 | $35.00 | $0.00 | $132,967.48 | |
0078 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0079 | REMOVAL OF FENCE | 619(B) 4725 | LF | 1,288.000 | 1,382.000 | 1,382.000 | $1.00 | $0.00 | $1,382.00 | |
0080 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 15,714.000 | 16,812.990 | 16,812.990 | $2.00 | $0.00 | $33,625.98 | |
0081 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 56.000 | 56.000 | 56.000 | $10.00 | $0.00 | $560.00 | |
0082 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 94.000 | 276.000 | 276.000 | $3.00 | $0.00 | $828.00 | |
0083 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 510.000 | 500.000 | 500.000 | $17.00 | $0.00 | $8,500.00 | |
0084 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 2.000 | $1,800.00 | $0.00 | $3,600.00 | |
0085 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
0086 | FENCE-STYLE WWF | 624(A) 4281 | LF | 371.000 | 344.000 | 344.000 | $9.00 | $0.00 | $3,096.00 | |
0087 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0088 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 14.000 | 14.000 | 14.000 | $100.00 | $0.00 | $1,400.00 | |
0089 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 11,320.000 | 10,953.000 | 10,953.000 | $5.00 | $0.00 | $54,765.00 | |
0090 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 720.000 | 138.000 | 138.000 | $5.00 | $0.00 | $690.00 | |
0091 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 48.000 | 6.000 | 6.000 | $500.00 | $0.00 | $3,000.00 | |
8002 | ROCK EXCAVATION | 202(B) 0182 | CY | 0.000 | 27,446.500 | 27,446.500 | 27,446.500 | $22.78 | $625,231.27 | $625,231.27 |
8010 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-142,942.21 | $-142,942.21 | $-142,942.21 |
Subtotals For Category 0100/ROADWAY - BRFY-058C(235) | $-333,407.25 | $5,306,289.67 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0200/BRIDGE 'B' - BRFY-058C(235) | ||||||||
0092 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 154.000 | 154.000 | 154.000 | $15.00 | $0.00 | $2,310.00 | |
0093 | SUBSTRUCTURE EXCAVATION ROCK | 501(C) 1308 | CY | 334.000 | 334.000 | 334.000 | $25.00 | $0.00 | $8,350.00 | |
0094 | CLSM BACKFILL | 501(G) 6309 | CY | 69.600 | 69.600 | 69.600 | $85.00 | $0.00 | $5,916.00 | |
0095 | APPROACH SLAB | 504(A) 1304 | SY | 312.000 | 312.000 | 312.000 | $135.00 | $0.00 | $42,120.00 | |
0096 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 320.000 | 320.000 | 320.000 | $65.00 | $0.00 | $20,800.00 | |
0097 | CLASS AA CONCRETE | 509(A) 1326 | CY | 492.800 | 492.800 | 492.800 | $425.00 | $0.00 | $209,440.00 | |
0098 | CLASS A CONCRETE | 509(B) 1328 | CY | 172.600 | 172.600 | 172.600 | $410.00 | $0.00 | $70,766.00 | |
0099 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 171,698.000 | 171,698.000 | 171,698.000 | $0.80 | $0.00 | $137,358.40 | |
0100 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 436.000 | 436.000 | 436.000 | $3.50 | $0.00 | $1,526.00 | |
0101 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 80.000 | 80.000 | 80.000 | $550.00 | $0.00 | $44,000.00 | |
0102 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 156.000 | 156.120 | 156.120 | $685.00 | $0.00 | $106,942.20 | |
0103 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 1,513.000 | 529.230 | 529.230 | $27.00 | $0.00 | $14,289.21 | |
0104 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 142.000 | 142.000 | 142.000 | $27.00 | $0.00 | $3,834.00 | |
0105 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 38.000 | 42.000 | 42.000 | $15.00 | $0.00 | $630.00 | |
0106 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
8011 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-2,410.16 | $-2,410.16 | $-2,410.16 |
Subtotals For Category 0200/BRIDGE 'B' - BRFY-058C(235) | $-2,410.16 | $685,871.65 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0201/BRIDGE 'C' - BRFY-058C(235) | ||||||||
0107 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 358.600 | 558.860 | 558.860 | $17.00 | $0.00 | $9,500.62 | |
0108 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 128.300 | 334.670 | 334.670 | $25.00 | $0.00 | $8,366.75 | |
0109 | CLASS AA CONCRETE | 509(A) 1326 | CY | 284.800 | 284.800 | 284.800 | $285.00 | $0.00 | $81,168.00 | |
0110 | REINFORCING STEEL | 511(A) 1332 | LB | 43,678.000 | 43,678.000 | 43,678.000 | $0.70 | $0.00 | $30,574.60 | |
0111 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 213.900 | 476.820 | 476.820 | $30.00 | $0.00 | $14,304.60 | |
0112 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0201/BRIDGE 'C' - BRFY-058C(235) | $0.00 | $153,914.57 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0300/TRAFFIC PERMANENT - BRFY-058C(235) | ||||||||
0113 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 78.180 | 66.180 | 66.180 | $12.00 | $0.00 | $794.16 | |
0114 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 291.000 | 192.920 | 192.920 | $8.00 | $0.00 | $1,543.36 | |
0115 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 47.000 | 14.000 | 14.000 | $270.00 | $0.00 | $3,780.00 | |
0116 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 17,210.000 | 17,062.000 | 17,062.000 | $0.65 | $0.00 | $11,090.30 | |
0117 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 229.000 | 390.000 | 390.000 | $2.15 | $0.00 | $838.51 | |
0118 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 155.000 | 61.000 | 61.000 | $13.00 | $0.00 | $793.00 | |
0119 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 1,900.000 | 0.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0120 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 125.000 | 0.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0121 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 928.000 | 974.000 | 974.000 | $1.10 | $0.00 | $1,071.40 | |
0122 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 5.000 | 5.000 | 5.000 | $55.00 | $0.00 | $275.00 | |
0123 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 14.000 | 13.000 | 13.000 | $110.00 | $0.00 | $1,430.00 | |
Subtotals For Category 0300/TRAFFIC PERMANENT - BRFY-058C(235) | $0.00 | $21,615.73 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0301/TRAFFIC TEMPORARY - BRFY-058C(235) | ||||||||
0124 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 14,051.000 | 18,779.000 | 18,779.000 | $0.25 | $0.00 | $4,694.75 | |
0125 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 760.000 | 0.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0126 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 180.000 | 0.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0127 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,500.000 | 3,210.000 | -962.000 | 3,210.000 | $0.55 | $-529.10 | $1,765.50 |
0128 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,320.000 | 4,285.000 | 4,285.000 | $0.55 | $0.00 | $2,356.75 | |
0129 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,230.000 | 9,137.000 | 4,372.000 | 9,137.000 | $1.60 | $6,995.20 | $14,619.20 |
0130 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,240.000 | 2,213.000 | -1,200.000 | 2,213.000 | $0.30 | $-360.00 | $663.90 |
0131 | WING BARRICADES | 880(C) 8848 | SD | 2,920.000 | 0.000 | 0.000 | $0.30 | $0.00 | $0.00 | |
0132 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 25,770.000 | 8,267.000 | -530.000 | 8,267.000 | $0.11 | $-58.30 | $909.37 |
0133 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 24,700.000 | 13,525.000 | -11,165.000 | 13,525.000 | $0.02 | $-223.30 | $270.50 |
0134 | DRUMS | 880(F) 8878 | SD | 24,700.000 | 37,183.000 | -1,908.000 | 37,183.000 | $0.16 | $-305.28 | $5,949.28 |
0135 | FLAGGER | 880(I) 8902 | SD | 8.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC TEMPORARY - BRFY-058C(235) | $5,519.22 | $31,229.25 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0600/STAKING - BRFY-058C(235) | ||||||||
0136 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
Subtotals For Category 0600/STAKING - BRFY-058C(235) | $0.00 | $125,000.00 | ||||||||
Fed/State Project Number: BRFY-058C(235) | Project: 08932(04) | Category: 0640/CONSTRUCTION - BRFY-058C(235) | ||||||||
0137 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0138 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0139 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $600,000.00 | $0.00 | $600,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - BRFY-058C(235) | $0.00 | $615,000.00 | ||||||||
Subtotals For Project BRFY-058C(235) /08932(04) | $-330,298.19 | $6,938,920.87 |
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: BRFY-058C(237) | Project: 10430(04) | Category: 0100/ROADWAY - BRFY-058C(237) | ||||||||
0140 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0141 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 13,892.000 | 13,892.000 | 13,892.000 | $5.00 | $0.00 | $69,460.01 | |
0142 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 160,807.000 | 160,807.000 | 160,807.000 | $4.50 | $0.00 | $723,631.50 | |
0143 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0144 | TEMPORARY SILT FENCE | 223 2801 | LF | 6,383.000 | 926.000 | 926.000 | $1.50 | $0.00 | $1,389.00 | |
0145 | TEMPORARY SILT DIKE | 227 0100 | LF | 370.000 | 56.000 | 56.000 | $7.00 | $0.00 | $392.00 | |
0146 | SOLID SLAB SODDING | 230(A) 2806 | SY | 39,868.000 | 59,973.560 | -11,045.768 | 59,973.560 | $1.25 | $-13,807.21 | $74,966.96 |
0147 | SEEDING METHOD B | 232(B) 2814 | AC | 16.600 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0148 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 8.300 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0149 | MOWING | 241 2832 | AC | 16.600 | 4.970 | -10.220 | 4.970 | $50.00 | $-511.00 | $248.50 |
0150 | AGGREGATE BASE | 303 0192 | CY | 7,280.000 | 6,583.700 | 6,583.700 | $28.00 | $0.00 | $184,343.59 | |
0151 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 26,155.000 | 26,614.550 | 26,614.550 | $14.00 | $0.00 | $372,603.70 | |
0152 | SEPARATOR FABRIC | 325 5271 | SY | 35,014.000 | 34,273.620 | 34,273.620 | $1.00 | $0.00 | $34,273.63 | |
0153 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 29,057.000 | 26,512.550 | 0.000 | 26,512.550 | $3.00 | $0.00 | $79,537.65 |
0154 | (SP)GEOSYNTHETIC SUBGRADE REINFORCEMENT | 328 2600 | SY | 2,905.000 | 1,484.060 | 1,484.060 | $4.00 | $0.00 | $5,936.24 | |
0155 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 543.000 | 1,886.680 | -3.000 | 1,886.680 | $14.00 | $-42.00 | $26,413.52 |
0156 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 143.000 | 129.140 | 129.140 | $75.00 | $0.00 | $9,685.50 | |
0157 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 26.000 | 0.000 | 0.000 | $85.00 | $0.00 | $0.00 | |
0158 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 24,613.000 | 24,879.900 | 0.000 | 24,879.900 | $14.00 | $0.00 | $348,318.60 |
0159 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 6,057.000 | 6,126.220 | 6,126.220 | $90.00 | $0.00 | $551,359.80 | |
0160 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 82.000 | 113.100 | -75.000 | 113.100 | $25.00 | $-1,875.00 | $2,827.51 |
0161 | CLASS AA CONCRETE | 509(A) 0319 | CY | 164.000 | 216.190 | 216.190 | $330.00 | $0.00 | $71,342.70 | |
0162 | CLASS A CONCRETE | 509(B) 0321 | CY | 44.000 | 54.920 | 5.310 | 54.920 | $325.00 | $1,725.75 | $17,849.00 |
0163 | CLASS C CONCRETE | 509(D) 0325 | CY | 2.000 | 2.430 | 0.001 | 2.430 | $300.00 | $0.30 | $729.00 |
0164 | REINFORCING STEEL | 511(A) 0332 | LB | 32,555.000 | 51,258.580 | 51,258.580 | $1.00 | $0.00 | $51,258.58 | |
0165 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 57.000 | 260.610 | 260.610 | $30.00 | $0.00 | $7,818.30 | |
0166 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 6,536.000 | 6,192.000 | 224.000 | 6,192.000 | $4.00 | $896.00 | $24,768.00 |
0167 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,058.000 | 1,073.740 | 1,073.740 | $40.00 | $0.00 | $42,949.60 | |
0168 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0169 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
0170 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.000 | 1.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
0171 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 15.000 | 11.500 | 11.500 | $300.00 | $0.00 | $3,450.00 | |
0172 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 13.000 | 13.000 | 13.000 | $350.00 | $0.00 | $4,550.00 | |
0173 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 2.000 | 2.000 | 2.000 | $1,800.00 | $0.00 | $3,600.00 | |
0174 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 4.000 | 4.000 | 4.000 | $2,200.00 | $0.00 | $8,800.00 | |
0175 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 1.000 | 1.000 | 1.000 | $2,400.00 | $0.00 | $2,400.00 | |
0176 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 1.000 | 1.000 | 1.000 | $2,300.00 | $0.00 | $2,300.00 | |
0177 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 1.000 | 1.000 | 1.000 | $3,800.00 | $0.00 | $3,800.00 | |
0178 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 4.000 | 4.000 | 4.000 | $4,200.00 | $0.00 | $16,800.00 | |
0179 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 6.000 | 6.000 | 6.000 | $4,600.00 | $0.00 | $27,600.00 | |
0180 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 42.000 | 22.080 | 22.080 | $250.00 | $0.00 | $5,520.00 | |
0181 | INLET W/SJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5970 | VF | 55.000 | 48.890 | 48.890 | $400.00 | $0.00 | $19,556.00 | |
0182 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 36.000 | 36.000 | 36.000 | $350.00 | $0.00 | $12,600.00 | |
0183 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 80.000 | 80.000 | 80.000 | $250.00 | $0.00 | $20,000.00 | |
0184 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,497.000 | 2,499.500 | 2,499.500 | $35.00 | $0.00 | $87,482.50 | |
0185 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 581.000 | 583.000 | 583.000 | $45.00 | $0.00 | $26,235.00 | |
0186 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 171.000 | 168.000 | 168.000 | $55.00 | $0.00 | $9,240.00 | |
0187 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 114.000 | 110.000 | 110.000 | $24.00 | $0.00 | $2,640.00 | |
0188 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 12.000 | 14.000 | 14.000 | $600.00 | $0.00 | $8,400.00 | |
0189 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 1.000 | $900.00 | $0.00 | $900.00 | |
0190 | TRENCH EXCAVATION | 613(S) 1180 | CY | 2,441.000 | 2,554.690 | 2,554.690 | $15.00 | $0.00 | $38,320.37 | |
0191 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 977.000 | 1,177.630 | 1,177.630 | $35.00 | $0.00 | $41,217.06 | |
0192 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0193 | REMOVAL OF FENCE | 619(B) 4725 | LF | 4,645.000 | 2,821.000 | 2,821.000 | $1.00 | $0.00 | $2,821.00 | |
0194 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 17,825.000 | 15,699.670 | 15,699.670 | $2.00 | $0.00 | $31,399.34 | |
0195 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 3,409.000 | 3,326.000 | 3,326.000 | $3.00 | $0.00 | $9,978.00 | |
0196 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 69.000 | 69.000 | 69.000 | $15.00 | $0.00 | $1,035.00 | |
0197 | SAWING PAVEMENT | 619(C) 0924 | LF | 405.000 | 659.000 | 659.000 | $2.00 | $0.00 | $1,318.00 | |
0198 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 500.000 | 500.000 | 500.000 | $17.00 | $0.00 | $8,500.00 | |
0199 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 2.000 | $1,800.00 | $0.00 | $3,600.00 | |
0200 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
0201 | FENCE-STYLE WWF | 624(A) 4281 | LF | 659.000 | 620.000 | 620.000 | $9.00 | $0.00 | $5,580.00 | |
0202 | GATES-STYLE WWF (4.5'HIGH X 12'LONG) | 624(B) 4462 | EA | 1.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0203 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0204 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,838.000 | 1,398.000 | 1,398.000 | $5.00 | $0.00 | $6,990.00 | |
0205 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 125.000 | 125.000 | 125.000 | $50.00 | $0.00 | $6,250.00 | |
0206 | CONCRETE MEDIAN BARRIER, DESIGN 1 | 627(I) 4317 | LF | 21.000 | 21.000 | 21.000 | $100.00 | $0.00 | $2,100.00 | |
0207 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 1.000 | 1.000 | 1.000 | $100.00 | $0.00 | $100.00 | |
0208 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 6,703.000 | 5,734.000 | 5,734.000 | $5.00 | $0.00 | $28,670.00 | |
0209 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 420.000 | 172.000 | 130.000 | 172.000 | $5.00 | $650.00 | $860.00 |
0210 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 28.000 | 1.000 | -4.000 | 1.000 | $500.00 | $-2,000.00 | $500.00 |
8004 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 1,363.750 | 1,363.750 | $13.51 | $0.00 | $18,424.26 | |
8007 | DEDUCTION FOR FAILING MATERIAL | 105 2200 | SY | 0.000 | -103.410 | -103.410 | $14.00 | $0.00 | $-1,447.74 | |
8012 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-29,790.25 | $-29,790.25 | $-29,790.25 |
Subtotals For Category 0100/ROADWAY - BRFY-058C(237) | $-44,753.41 | $3,204,801.43 | ||||||||
Fed/State Project Number: BRFY-058C(237) | Project: 10430(04) | Category: 0200/BRIDGE 'A' - BRFY-058C(237) | ||||||||
0211 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 376.000 | 376.000 | 376.000 | $15.00 | $0.00 | $5,640.00 | |
0212 | CLSM BACKFILL | 501(G) 6309 | CY | 492.200 | 492.200 | 492.200 | $85.00 | $0.00 | $41,837.00 | |
0213 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,808.000 | 1,808.000 | 1,808.000 | $200.00 | $0.00 | $361,600.00 | |
0214 | APPROACH SLAB | 504(A) 1304 | SY | 631.200 | 631.200 | 0.150 | 631.200 | $135.00 | $20.25 | $85,212.00 |
0215 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 73.000 | 73.000 | 73.000 | $200.00 | $0.00 | $14,600.00 | |
0216 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 621.600 | 621.600 | 621.600 | $65.00 | $0.00 | $40,404.00 | |
0217 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,250.000 | 2,250.000 | 2,250.000 | $1.50 | $0.00 | $3,375.00 | |
0218 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 324.000 | 327.930 | -0.001 | 327.930 | $35.00 | $-0.04 | $11,477.55 |
0219 | CLASS AA CONCRETE | 509(A) 1326 | CY | 547.600 | 547.600 | 547.600 | $355.00 | $0.00 | $194,398.00 | |
0220 | CLASS A CONCRETE | 509(B) 1328 | CY | 398.100 | 398.100 | 398.100 | $330.00 | $0.00 | $131,373.00 | |
0221 | SLOPE WALL (4") | 510(C) 6137 | SY | 1,360.000 | 1,232.350 | 0.014 | 1,232.350 | $55.00 | $0.77 | $67,779.25 |
0222 | REINFORCING STEEL | 511(A) 1332 | LB | 2,440.000 | 2,440.000 | 2,440.000 | $0.70 | $0.00 | $1,708.00 | |
0223 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 135,222.000 | 135,222.000 | 0.000 | 135,222.000 | $0.80 | $0.00 | $108,177.60 |
0224 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 308.000 | 313.300 | 5.300 | 313.300 | $22.00 | $116.60 | $6,892.60 |
0225 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,311.000 | 1,331.910 | 20.910 | 1,331.910 | $28.00 | $585.48 | $37,293.48 |
0226 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 308.000 | 300.910 | 300.910 | $10.00 | $0.00 | $3,009.10 | |
0227 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,311.000 | 1,283.370 | -0.010 | 1,283.370 | $10.00 | $-0.10 | $12,833.70 |
0228 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 974.000 | 974.000 | 974.000 | $4.00 | $0.00 | $3,896.00 | |
0229 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 124.000 | 124.330 | 0.000 | 124.330 | $1,100.00 | $0.00 | $136,763.00 |
0230 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 230.000 | 230.000 | 230.000 | $1.00 | $0.00 | $230.00 | |
0231 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $110.00 | $0.00 | $220.00 | |
0232 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,100.00 | $0.00 | $17,600.00 | |
0233 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,100.00 | $0.00 | $17,600.00 | |
0234 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 348.000 | 348.000 | 348.000 | $30.00 | $0.00 | $10,440.00 | |
0235 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 94.000 | 40.000 | 40.000 | 40.000 | $15.00 | $600.00 | $600.00 |
0236 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
8003 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $-75,000.00 | $0.00 | $-75,000.00 | |
8013 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-6,143.19 | $-6,143.19 | $-6,143.19 |
8015 | (SP)LANE RENTAL | 645 8619 | DAY | 0.000 | 1.000 | 1.000 | 1.000 | $50,000.00 | $50,000.00 | $50,000.00 |
Subtotals For Category 0200/BRIDGE 'A' - BRFY-058C(237) | $45,179.77 | $1,333,816.09 | ||||||||
Fed/State Project Number: BRFY-058C(237) | Project: 10430(04) | Category: 0300/TRAFFIC PERMANENT - BRFY-058C(237) | ||||||||
0237 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 90.500 | 76.000 | -14.500 | 76.000 | $12.00 | $-174.00 | $912.00 |
0238 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 304.250 | 162.500 | -141.750 | 162.500 | $8.00 | $-1,134.00 | $1,300.00 |
0239 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 30.000 | 17.000 | 17.000 | $270.00 | $0.00 | $4,590.00 | |
0240 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 12,507.000 | 14,058.000 | 962.000 | 14,058.000 | $0.65 | $625.30 | $9,137.71 |
0241 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 400.000 | 409.000 | 409.000 | $2.15 | $0.00 | $879.35 | |
0242 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 60.000 | 106.000 | 106.000 | $13.00 | $0.00 | $1,378.00 | |
0243 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 530.000 | 0.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0244 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 100.000 | 0.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0245 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,200.000 | 5,301.000 | 5,301.000 | $1.10 | $0.00 | $5,831.10 | |
0246 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 5.000 | 6.000 | 1.000 | 6.000 | $55.00 | $55.00 | $330.00 |
0247 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 25.000 | 11.000 | -14.000 | 11.000 | $110.00 | $-1,540.00 | $1,210.00 |
8000 | (PL)REMOVAL OF LIGHT POLE | 890(A) 8712 | EA | 0.000 | 1.000 | 1.000 | $2,625.00 | $0.00 | $2,625.00 | |
Subtotals For Category 0300/TRAFFIC PERMANENT - BRFY-058C(237) | $-2,167.70 | $28,193.16 | ||||||||
Fed/State Project Number: BRFY-058C(237) | Project: 10430(04) | Category: 0301/TRAFFIC TEMPORARY - BRFY-058C(237) | ||||||||
0248 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 6,750.000 | 4,840.000 | 4,840.000 | $3.00 | $0.00 | $14,520.00 | |
0249 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 2,245.000 | 3,620.000 | 670.400 | 3,620.000 | $20.00 | $13,408.00 | $72,400.00 |
0250 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 9,220.000 | 16,298.000 | -2,003.000 | 16,298.000 | $0.25 | $-500.75 | $4,074.50 |
0251 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 1,780.000 | 0.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0252 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 565.000 | 1,307.000 | 30.000 | 1,307.000 | $11.00 | $330.00 | $14,377.00 |
0253 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 214.000 | 577.000 | 12.000 | 577.000 | $11.00 | $132.00 | $6,347.00 |
0254 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,295.000 | 11,820.000 | -83.000 | 11,820.000 | $0.55 | $-45.65 | $6,501.00 |
0255 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 9,174.000 | 14,876.000 | -64.000 | 14,876.000 | $0.55 | $-35.20 | $8,181.80 |
0256 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 15,246.000 | 22,404.000 | 660.000 | 22,404.000 | $1.60 | $1,056.00 | $35,846.40 |
0257 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 4,788.000 | 7,634.000 | -263.000 | 7,634.000 | $0.30 | $-78.90 | $2,290.20 |
0258 | WING BARRICADES | 880(C) 8848 | SD | 4,266.000 | 4,165.000 | -112.000 | 4,165.000 | $0.30 | $-33.60 | $1,249.50 |
0259 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 23,980.000 | 34,673.000 | 274.000 | 34,673.000 | $0.11 | $30.14 | $3,814.03 |
0260 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 45,541.000 | 40,259.000 | 876.000 | 40,259.000 | $0.02 | $17.52 | $805.18 |
0261 | DRUMS | 880(F) 8878 | SD | 45,541.000 | 106,078.000 | 37,802.000 | 106,078.000 | $0.16 | $6,048.32 | $16,972.48 |
0262 | FLAGGER | 880(I) 8902 | SD | 200.000 | 2.000 | -14.000 | 2.000 | $150.00 | $-2,100.00 | $300.00 |
0263 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 116.000 | 380.000 | 55.750 | 380.000 | $60.00 | $3,345.00 | $22,800.00 |
0264 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 454.000 | 206.000 | 206.000 | $22.00 | $0.00 | $4,532.00 | |
Subtotals For Category 0301/TRAFFIC TEMPORARY - BRFY-058C(237) | $21,572.88 | $215,011.09 | ||||||||
Subtotals For Project BRFY-058C(237) /10430(04) | $19,831.54 | $4,781,821.77 |
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: STPY-058C(240) | Project: 12573(04) | Category: 0100/ROADWAY - STPY-058C(240) | ||||||||
0265 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0266 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 134,155.000 | 134,155.000 | 134,155.000 | $4.00 | $0.00 | $536,620.00 | |
0267 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 245.000 | 245.000 | 245.000 | $5.00 | $0.00 | $1,225.00 | |
0268 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
0269 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,285.000 | 1,655.000 | -28.000 | 1,655.000 | $1.50 | $-42.00 | $2,482.50 |
0270 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,320.000 | 210.000 | 210.000 | $7.00 | $0.00 | $1,470.00 | |
0271 | SOLID SLAB SODDING | 230(A) 2806 | SY | 82,510.000 | 124,956.110 | 0.000 | 124,956.110 | $1.25 | $0.00 | $156,195.14 |
0272 | SEEDING METHOD B | 232(B) 2814 | AC | 34.100 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0273 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.050 | 7.810 | 7.810 | $450.00 | $0.00 | $3,514.50 | |
0274 | MOWING | 241 2832 | AC | 34.100 | 29.700 | -17.159 | 29.700 | $50.00 | $-857.95 | $1,485.00 |
0275 | AGGREGATE BASE | 303 0192 | CY | 25,497.000 | 22,348.550 | 523.270 | 22,348.550 | $28.00 | $14,651.56 | $625,759.40 |
0276 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 3,178.000 | 3,087.130 | -41.310 | 3,087.130 | $14.00 | $-578.34 | $43,219.82 |
0277 | SEPARATOR FABRIC | 325 5271 | SY | 120,392.000 | 117,206.630 | 2,741.997 | 117,206.630 | $1.00 | $2,742.00 | $117,206.64 |
0278 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 109,425.000 | 57,408.250 | 7,664.165 | 57,408.250 | $3.00 | $22,992.50 | $172,224.76 |
0279 | (SP)GEOSYNTHETIC SUBGRADE REINFORCEMENT | 328 2600 | SY | 10,789.000 | 4,411.580 | 1,447.328 | 4,411.580 | $4.00 | $5,789.31 | $17,646.32 |
0280 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,548.000 | 4,134.200 | 184.770 | 4,134.200 | $14.00 | $2,586.78 | $57,878.80 |
0281 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 14,126.000 | 12,482.380 | 12,482.380 | $60.00 | $0.00 | $748,942.80 | |
0282 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 42,885.000 | 28,803.250 | -13.300 | 28,803.250 | $50.00 | $-665.00 | $1,440,162.50 |
0283 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 9,895.000 | 9,904.470 | -23.130 | 9,904.470 | $68.00 | $-1,572.84 | $673,503.96 |
0284 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 833.000 | 1,122.650 | 1,122.650 | $60.00 | $0.00 | $67,359.00 | |
0285 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 3,054.000 | 3,101.730 | 47.730 | 3,101.730 | $20.00 | $954.60 | $62,034.60 |
0286 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 765.000 | 744.570 | -20.430 | 744.570 | $95.00 | $-1,940.85 | $70,734.15 |
0287 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 1,106.000 | 246.520 | -961.609 | 246.520 | $25.00 | $-24,040.23 | $6,163.01 |
0288 | CLASS A CONCRETE | 509(B) 0321 | CY | 618.000 | 645.640 | 84.835 | 645.640 | $325.00 | $27,571.38 | $209,833.01 |
0289 | REINFORCING STEEL | 511(A) 0332 | LB | 104,800.000 | 103,728.580 | 15,769.127 | 103,728.580 | $1.00 | $15,769.13 | $103,728.59 |
0290 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 656.000 | 371.590 | -0.530 | 371.590 | $30.00 | $-15.90 | $11,147.70 |
0291 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 505.000 | 1,042.000 | 1,042.000 | $4.00 | $0.00 | $4,168.00 | |
0292 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 21,588.000 | 21,185.980 | 21,185.980 | $13.00 | $0.00 | $275,417.74 | |
0293 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,122.000 | 1,183.520 | 44.402 | 1,183.520 | $40.00 | $1,776.08 | $47,340.80 |
0294 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 5.000 | 4.960 | 0.001 | 4.960 | $40.00 | $0.04 | $198.40 |
0295 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $2,700.00 | $0.00 | $5,400.00 | |
0296 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
0297 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 5.000 | 4.450 | -0.050 | 4.450 | $280.00 | $-14.00 | $1,246.00 |
0298 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 3.000 | 2.420 | 0.003 | 2.420 | $400.00 | $1.20 | $968.00 |
0299 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 27.000 | 27.000 | 27.000 | $350.00 | $0.00 | $9,450.00 | |
0300 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0301 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 8.000 | 8.000 | 8.000 | $2,200.00 | $0.00 | $17,600.00 | |
0302 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 9.000 | 9.000 | 9.000 | $2,400.00 | $0.00 | $21,600.00 | |
0303 | INLET CICI DES. 2 (2B) | 611(E) 5117 | EA | 2.000 | 2.000 | 2.000 | $2,400.00 | $0.00 | $4,800.00 | |
0304 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 1.000 | 1.000 | 1.000 | $3,300.00 | $0.00 | $3,300.00 | |
0305 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 3.000 | 3.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0306 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 1.000 | 1.000 | 1.000 | $3,800.00 | $0.00 | $3,800.00 | |
0307 | INLET CICI DES. 3 (B-D) | 611(E) 5124 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
0308 | INLET CICI DES. 3 (2D) | 611(E) 5125 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0309 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 3.000 | 3.000 | 3.000 | $1,600.00 | $0.00 | $4,800.00 | |
0310 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5891 | EA | 1.000 | 1.000 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
0311 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 3.000 | 3.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0312 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 10.000 | 11.000 | 1.000 | 11.000 | $4,200.00 | $4,200.00 | $46,200.00 |
0313 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 5.000 | 4.000 | -1.000 | 4.000 | $4,600.00 | $-4,600.00 | $18,400.00 |
0314 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 1.000 | 1.000 | 1.000 | $5,700.00 | $0.00 | $5,700.00 | |
0315 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(2B) | 611(E) 5988 | EA | 2.000 | 2.000 | 2.000 | $5,700.00 | $0.00 | $11,400.00 | |
0316 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5990 | EA | 1.000 | 1.000 | 1.000 | $6,500.00 | $0.00 | $6,500.00 | |
0317 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 74.000 | 64.190 | -0.060 | 64.190 | $250.00 | $-15.00 | $16,047.50 |
0318 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 24.000 | 20.640 | -0.027 | 20.640 | $450.00 | $-12.15 | $9,288.00 |
0319 | INLET GPI TYPE 1 (ADD'L DEPTH) | 611(F) 5374 | VF | 1.000 | 0.480 | -0.687 | 0.480 | $300.00 | $-206.10 | $144.00 |
0320 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 4.000 | 1.580 | -1.503 | 1.580 | $1,000.00 | $-1,503.00 | $1,580.00 |
0321 | INLET W/SJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5970 | VF | 70.000 | 54.360 | -12.057 | 54.360 | $400.00 | $-4,822.80 | $21,744.00 |
0322 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 16.000 | 14.320 | -2.513 | 14.320 | $750.00 | $-1,884.75 | $10,740.00 |
0323 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 130.000 | 130.000 | 130.000 | $350.00 | $0.00 | $45,500.00 | |
0324 | JUNCTION BOXES | 611(J) 0487 | CF | 312.000 | 107.680 | -220.192 | 107.680 | $35.00 | $-7,706.72 | $3,768.80 |
0325 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 286.000 | 284.000 | 284.000 | $250.00 | $0.00 | $71,000.00 | |
0326 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 3,614.000 | 3,568.000 | -94.000 | 3,568.000 | $35.00 | $-3,290.00 | $124,880.00 |
0327 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,153.000 | 2,159.000 | -204.000 | 2,159.000 | $45.00 | $-9,180.00 | $97,155.00 |
0328 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,025.000 | 1,031.000 | 1,031.000 | $55.00 | $0.00 | $56,705.00 | |
0329 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,248.000 | 1,223.000 | 1,223.000 | $68.00 | $0.00 | $83,164.00 | |
0330 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 18.000 | 17.000 | 17.000 | $900.00 | $0.00 | $15,300.00 | |
0331 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 502.000 | 632.000 | 632.000 | $24.00 | $0.00 | $15,168.00 | |
0332 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 17.000 | 17.000 | -6.000 | 17.000 | $600.00 | $-3,600.00 | $10,200.00 |
0333 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $700.00 | $0.00 | $1,400.00 | |
0334 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 6.000 | 6.000 | 6.000 | $1,200.00 | $0.00 | $7,200.00 | |
0335 | TRENCH EXCAVATION | 613(S) 1180 | CY | 6,560.000 | 7,718.630 | 37.408 | 7,718.630 | $15.00 | $561.12 | $115,779.47 |
0336 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 3,100.000 | 3,817.280 | 12.318 | 3,817.280 | $35.00 | $431.13 | $133,604.83 |
0337 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0338 | REMOVAL OF FENCE | 619(B) 4725 | LF | 14,708.000 | 13,460.000 | 5,033.000 | 13,460.000 | $1.00 | $5,033.00 | $13,460.00 |
0339 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 76,589.000 | 48,551.420 | 3,516.313 | 48,551.420 | $2.00 | $7,032.63 | $97,102.85 |
0340 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 411.000 | 328.320 | 10.820 | 328.320 | $10.00 | $108.20 | $3,283.20 |
0341 | (PL) GATE | 624 5920 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0342 | FENCE-STYLE WWF | 624(A) 4281 | LF | 2,377.000 | 4,741.000 | 24.000 | 4,741.000 | $9.00 | $216.00 | $42,669.00 |
0343 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 8,278.000 | 6,090.000 | 3,310.000 | 6,090.000 | $5.00 | $16,550.00 | $30,450.00 |
0344 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 11.000 | 14.000 | 14.000 | $100.00 | $0.00 | $1,400.00 | |
0345 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 22,773.000 | 20,544.000 | 20,544.000 | $5.00 | $0.00 | $102,720.00 | |
0346 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 1,080.000 | 247.000 | -87.000 | 247.000 | $5.00 | $-435.00 | $1,235.00 |
0347 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 72.000 | 9.000 | 9.000 | 9.000 | $500.00 | $4,500.00 | $4,500.00 |
8006 | EARLY COMPLETION INCENTIVE | 108 0175 | DAY | 0.000 | 30.000 | 30.000 | $1,000.00 | $0.00 | $30,000.00 | |
8008 | DEDUCTION FOR FAILING MATERIAL | 105 2200 | SY | 0.000 | -262.570 | -262.570 | $14.00 | $0.00 | $-3,675.98 | |
8009 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | 1.000 | $1,800.00 | $1,800.00 | $1,800.00 |
8014 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $44,836.78 | $44,836.78 | $44,836.78 |
Subtotals For Category 0100/ROADWAY - STPY-058C(240) | $113,120.81 | $6,990,475.59 | ||||||||
Fed/State Project Number: STPY-058C(240) | Project: 12573(04) | Category: 0300/TRAFFIC PERMANENT - STPY-058C(240) | ||||||||
0348 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 44.000 | 110.000 | 110.000 | 110.000 | $5.00 | $550.00 | $550.00 |
0349 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 344.000 | 0.000 | 0.000 | $19.00 | $0.00 | $0.00 | |
0350 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 6.000 | 314.000 | 102.000 | 314.000 | $9.00 | $918.00 | $2,826.00 |
0351 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 3.000 | $200.00 | $0.00 | $600.00 | |
0352 | PULL BOX(SIZE II) | 803 8066 | EA | 1.000 | 1.000 | 1.000 | $250.00 | $0.00 | $250.00 | |
0353 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 11.600 | 11.600 | 11.600 | $430.00 | $0.00 | $4,988.00 | |
0354 | REINFORCING STEEL | 804(B) 2916 | LB | 1,767.000 | 1,766.600 | 1,766.600 | $1.00 | $0.00 | $1,766.60 | |
0355 | 32'MH POLE 45'TS & 15'LMA(G.STL.) | 806(A) 8324 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0356 | 32'MH POLE 40'TS & 15'LMA(G.STL.) | 806(A) 8333 | EA | 2.000 | 2.000 | 2.000 | $6,000.00 | $0.00 | $12,000.00 | |
0357 | 32'MH POLE 35'TS & 15'LMA(G.STL.) | 806(A) 8334 | EA | 1.000 | 1.000 | 1.000 | $5,400.00 | $0.00 | $5,400.00 | |
0358 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 93.000 | 634.000 | 124.000 | 634.000 | $2.00 | $248.00 | $1,268.00 |
0359 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,556.000 | 1,486.000 | 340.000 | 1,486.000 | $0.45 | $153.00 | $668.70 |
0360 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0361 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $18,000.00 | $0.00 | $18,000.00 | |
0362 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 8.000 | $600.00 | $0.00 | $4,800.00 | |
0363 | BACKPLATE | 833 3030 | EA | 8.000 | 8.000 | 8.000 | $70.00 | $0.00 | $560.00 | |
0364 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 384.000 | 438.000 | 4.000 | 438.000 | $1.30 | $5.20 | $569.40 |
0365 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 260.000 | 284.000 | -4.000 | 284.000 | $1.50 | $-6.00 | $426.00 |
0366 | 12/C TRAF.SIG.ELECT.CABLE | 834(A) 8210 | LF | 570.000 | 684.000 | 87.000 | 684.000 | $2.30 | $200.10 | $1,573.20 |
0367 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 4.000 | 4.000 | 4.000 | $550.00 | $0.00 | $2,200.00 | |
0368 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 723.000 | 903.000 | 683.000 | 903.000 | $1.50 | $1,024.50 | $1,354.50 |
0369 | (PL)E.P.S. 4 CHANNEL PHASE SELECTOR | 840(D) 8598 | EA | 1.000 | 1.000 | 1.000 | $2,600.00 | $0.00 | $2,600.00 | |
0370 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 197.320 | 203.320 | 6.000 | 203.320 | $12.00 | $72.00 | $2,439.84 |
0371 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 25.500 | 45.500 | 45.500 | $40.00 | $0.00 | $1,820.00 | |
0372 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 722.000 | 601.580 | -120.420 | 601.580 | $8.00 | $-963.36 | $4,812.64 |
0373 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 156.000 | 0.000 | -156.000 | 0.000 | $9.00 | $-1,404.00 | $0.00 |
0374 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 4.000 | 34.000 | 34.000 | $270.00 | $0.00 | $9,180.00 | |
0375 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 825.000 | 49,535.000 | 3,327.000 | 49,535.000 | $0.65 | $2,162.55 | $32,197.75 |
0376 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 380.000 | 232.000 | 232.000 | $13.00 | $0.00 | $3,016.00 | |
0377 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 43,111.000 | 0.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0378 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,079.000 | 0.000 | 0.000 | $2.15 | $0.00 | $0.00 | |
0379 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 101.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0380 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 92.000 | 0.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0381 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 9.000 | 0.000 | 0.000 | $130.00 | $0.00 | $0.00 | |
0382 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,294.000 | 3,437.000 | 2,011.000 | 3,437.000 | $1.10 | $2,212.10 | $3,780.70 |
0383 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 13.000 | 13.000 | 1.000 | 13.000 | $55.00 | $55.00 | $715.00 |
0384 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 73.000 | 57.000 | -16.000 | 57.000 | $110.00 | $-1,760.00 | $6,270.00 |
Subtotals For Category 0300/TRAFFIC PERMANENT - STPY-058C(240) | $3,467.09 | $143,632.33 | ||||||||
Fed/State Project Number: STPY-058C(240) | Project: 12573(04) | Category: 0301/TRAFFIC TEMPORARY - STPY-058C(240) | ||||||||
0385 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 38,828.000 | 48,263.000 | 48,263.000 | $0.25 | $0.00 | $12,065.75 | |
0386 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,370.000 | 19,990.000 | 616.000 | 19,990.000 | $0.55 | $338.80 | $10,994.50 |
0387 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,670.000 | 12,713.000 | 138.000 | 12,713.000 | $0.55 | $75.90 | $6,992.15 |
0388 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 17,400.000 | 16,392.000 | 626.000 | 16,392.000 | $1.35 | $845.10 | $22,129.20 |
0389 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,610.000 | 10,242.000 | 10,242.000 | $0.30 | $0.00 | $3,072.60 | |
0390 | WING BARRICADES | 880(C) 8848 | SD | 4,240.000 | 2,642.000 | -74.000 | 2,642.000 | $0.30 | $-22.20 | $792.60 |
0391 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 32,190.000 | 32,276.000 | 806.000 | 32,276.000 | $0.11 | $88.66 | $3,550.36 |
0392 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 85,630.000 | 70,324.000 | 2,700.000 | 70,324.000 | $0.02 | $54.00 | $1,406.48 |
0393 | DRUMS | 880(F) 8878 | SD | 85,630.000 | 101,920.000 | -4,000.000 | 101,920.000 | $0.15 | $-600.00 | $15,288.00 |
0394 | FLAGGER | 880(I) 8902 | SD | 6.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC TEMPORARY - STPY-058C(240) | $780.26 | $76,291.64 | ||||||||
Subtotals For Project STPY-058C(240) /12573(04) | $117,368.16 | $7,210,399.56 |