Contract ID: | 110492 | Estimate Number: | 0043 , Final | Spec Year: | 2009 | |||
Primary JP: | 20908(05) | Residency: | MUSKOGEE (01100) | Contract No: | 710579 | |||
Date Created: | 07/12/2017 | Contractor FEI: | 420945831A | Account No: | 400100 |
Project Number(s): | IMY-0040-6(370)233, IMY-0040-5(386)207, BRFY-NBIP(422) | ||||||||
Contract Description: | PAVEMENT REHABILITATION AND BRIDGE PAINTING I-40: FROM US-75 EXTEND EAST. PROJECT LENGTH = 6.347 MILES. | ||||||||
Primary County: | OKMULGEE | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 597.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 620.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 96.29 % |
Paid To Date: | $25,333,817.91 | Payable This Statement: | $25,350.00 |
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: | 110492 | Estimate Number: | 0043 | Contract No: | 710579 | |||
Residency: | MUSKOGEE (01100) | Estimate Type: | Final | Account No: | 400100 | |||
Project Number(s): | IMY-0040-6(370)233, IMY-0040-5(386)207, BRFY-NBIP(422) | ||||||||||||
Primary Job Piece No: | 20908(05) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION AND BRIDGE PAINTING I-40: FROM US-75 EXTEND EAST. PROJECT LENGTH = 6.347 MILES. | ||||||||||||
Primary County: | OKMULGEE | ||||||||||||
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: | 10/20/2011 | NTP Effective Date: | 01/09/2012 | Pay Period: | 01/31/2017 TO 04/18/2017 |
Date Awarded: | 11/07/2011 | Date Work Began: | 01/09/2012 | Original Contract Time: | 620 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | 01/31/2014 | Current Time Charged: | 597.00 |
Date NTP Issued: | 11/28/2011 | Completion Date: | 01/31/2014 | Current Time Allowed: | 620.00 |
General Liability Expires: | 07/01/2017 | Workman's Comp Expires: | 06/30/2017 | Percent Time Used: | 96.29 % |
Specification Year: | 2009 | ||||
Bid Amount: | $24,494,383.94 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $26,175,304.37 | Participating: | $25,357,567.42 | $25,357,567.42 | $0.00 | ||
Percent Complete: | 96.79 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $841,486.46 | Total Earnings: | $25,357,567.42 | $25,357,567.42 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $25,357,567.42 | $25,357,567.42 | $0.00 | ||||
Other Adjustments: | $-23,749.51 | $-49,099.51 | $25,350.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $25,333,817.91 | $25,308,467.91 | $25,350.00 |
Contract ID: | 110492 | Estimate Number: | 0043 | Primary JP: | 20908(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Modifying typical section, and Earth Work Qtys | Approved | 07/02/2012 | 0.0 | $161,938.99 |
002 | Revise agg base and stabilization, add new deck repair item. | Approved | 08/07/2012 | 0.0 | $467.66 |
003 | Adding two new items Asph. Bind. Adj. & Smooth Bonus | Approved | 12/04/2012 | 0.0 | $63,513.78 |
004 | Time 'B' Bid Incentive | Approved | 03/05/2013 | 0.0 | $1,455,000.00 |
005 | Adding nine new items to the contract. | Approved | 06/04/2013 | 0.0 | $-55.68 |
006 | Adding 17 new items to contract | Approved | 05/04/2015 | 0.0 | $-17.89 |
007 | Final Contract Items | Approved | 04/17/2017 | 0.0 | $-812,837.15 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Adjustment | 0021 | $-87,380.60 |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Adjustment | 0012 | $-108,875.94 |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Initial Payment | 0012 | $252,164.09 |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Adjustment | 0013 | $-55,907.55 |
20908(05) | 0013 | MOH for CTB | Stockpiled Material Initial Payment | 0020 | $251,749.05 |
20908(05) | 0013 | MOH for CTB | Stockpiled Material Adjustment | 0021 | $-251,749.05 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0025 | $-1,207.26 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0019 | $-36,456.41 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0020 | $-38,268.98 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0021 | $-5,187.65 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0018 | $-3,176.70 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Closure | 0036 | $-1,096.57 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Initial Payment | 0012 | $85,648.37 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0013 | $-254.80 |
20908(05) | 0015 | MOH for TBSC | Stockpiled Material Initial Payment | 0020 | $45,487.35 |
20908(05) | 0015 | MOH for TBSC | Stockpiled Material Adjustment | 0025 | $-45,487.35 |
20908(05) | 0021 | MOH for Epoxy Dowel | Stockpiled Material Adjustment | 0013 | $-99,745.63 |
20908(05) | 0021 | MOH for Epoxy Dowel | Stockpiled Material Adjustment | 0012 | $-32,554.37 |
20908(05) | 0021 | MOH for Epoxy Dowel | Stockpiled Material Initial Payment | 0012 | $132,300.00 |
20908(05) | 0022 | MOH for PC Concrete for Pavement | Stockpiled Material Initial Payment | 0020 | $73,925.17 |
20908(05) | 0022 | MOH for PC Concrete for Pavement | Stockpiled Material Adjustment | 0022 | $-73,925.17 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $0.00 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $0.00 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $0.00 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0019 | $-4,603.80 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0018 | $-4,054.23 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Initial Payment | 0017 | $85,251.45 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0034 | $-3,374.02 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0032 | $-4,774.98 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $-85,251.45 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $-58,679.26 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0017 | $-6,171.44 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0020 | $-5,281.76 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Initial Payment | 0011 | $72,151.45 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0036 | $-4,522.72 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0016 | $-5,813.66 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0021 | $-8,986.88 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Initial Payment | 0012 | $85,251.45 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0022 | $-4,707.41 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0023 | $-6,013.77 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0024 | $-5,630.88 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0015 | $-4,092.82 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0014 | $-3,565.71 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0025 | $-5,416.90 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0026 | $-7,320.14 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0028 | $-7,657.99 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0029 | $-2,578.94 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0030 | $-4,155.59 |
21007(04) | 0138 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0022 | $-17,592.83 |
21007(04) | 0138 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0020 | $-39,010.18 |
21007(04) | 0138 | MOH for Separator Fabric | Stockpiled Material Initial Payment | 0012 | $57,978.30 |
21007(04) | 0138 | MOH for Separator Fabric | Stockpiled Material Closure | 0036 | $-1,375.29 | 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 |
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 |
20908(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | -22,500.00 | $0.06 | $-1,495.13 |
20908(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0031 | 22,500.00 | $0.01 | $347.63 |
20908(05) | 0011 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0012 | -4,698.88 | $1.09 | $-5,121.78 |
20908(05) | 0011 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0022 | -792.85 | $1.09 | $-864.21 |
20908(05) | 0011 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0027 | 10,142.21 | $-1.09 | $-11,055.01 |
20908(05) | 0011 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0027 | 792.85 | $1.09 | $864.21 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0014 | 1.00 | $45,742.13 | $45,742.13 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0016 | 1.00 | $11,756.00 | $11,756.00 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0028 | 1.00 | $3,019.95 | $3,019.95 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0028 | 1.00 | $1,189.82 | $1,189.82 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0033 | -1.00 | $52,304.37 | $-52,304.37 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0042 | 9,403.53 | $-1.00 | $-9,403.53 |
20908(05) | 0022 | P.C. CONCRETE FOR PAVEMENT | * QAQC | 0025 | 80,769.37 | $1.00 | $80,769.37 |
20908(05) | 0022 | P.C. CONCRETE FOR PAVEMENT | * QAQC | 0042 | 80,769.37 | $-1.00 | $-80,769.37 |
20908(05) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Missing Material Certification | 0042 | 325.00 | $-78.00 | $-25,350.00 |
20908(05) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Missing Material Certification | 0043 | 325.00 | $78.00 | $25,350.00 |
21007(04) | 0126 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0027 | 1,032.00 | $0.00 | $9.75 |
21007(04) | 0126 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0030 | -20,281.40 | $0.08 | $-1,712.76 |
21007(04) | 0126 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0031 | 35,731.25 | $0.01 | $552.05 |
21007(04) | 0133 | AGGREGATE BASE TYPE B | * Material Discrepancy Adjustments | 0012 | -3,907.92 | $1.30 | $-5,080.30 |
21007(04) | 0133 | AGGREGATE BASE TYPE B | * Material Discrepancy Adjustments | 0027 | 325.30 | $-1.30 | $-422.89 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 5,456.50 | $0.88 | $4,825.73 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0013 | -90.00 | $63.95 | $-5,755.50 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0024 | -10.00 | $63.95 | $-639.50 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0042 | -91.32 | $-12.28 | $1,121.81 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0042 | 91.32 | $-12.28 | $-1,121.81 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0042 | -91.32 | $0.88 | $-80.76 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0042 | 91.32 | $-11.32 | $-1,034.14 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0042 | -91.32 | $-11.32 | $1,034.14 |
21007(04) | 0146 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0025 | 26,239.71 | $1.00 | $26,239.71 |
21007(04) | 0146 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0033 | -1.00 | $6,383.58 | $-6,383.58 |
21007(04) | 0146 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0042 | 19,856.13 | $-1.00 | $-19,856.13 |
20908(05) | 8000 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | 21,034.74 | $0.06 | $1,397.76 |
20908(05) | 8000 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0029 | 2,930.51 | $0.08 | $247.48 |
21007(04) | 8001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0029 | 2,767.54 | $0.08 | $233.72 | Subtotals For Line Item Adjustments | $-23,749.51 | * = 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 | 01/09/2012 | 03/12/2013 | 485.00 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: | 110492 | Estimate Number: | 0043 | Primary JP: | 20908(05) | |||
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-0040-6(370)233 | Project: 20908(05) | Category: 0100/ROADWAY IMY-0040-6(370)233 | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 18,000.000 | 22,500.000 | 22,500.000 | $6.83 | $0.00 | $153,675.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 17,000.000 | 0.000 | 0.000 | $6.71 | $0.00 | $0.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,500.000 | 1,215.000 | 1,215.000 | $1.76 | $0.00 | $2,138.40 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 650.000 | 32.000 | 32.000 | $6.39 | $0.00 | $204.48 | |
0006 | DITCH LINER PROTECTION | 229 4318 | LF | 860.000 | 0.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 183,261.000 | 36,843.890 | 36,843.890 | $1.04 | $0.00 | $38,317.65 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 40.420 | 0.000 | 0.000 | $213.00 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 40.420 | 0.000 | 0.000 | $372.75 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 138.000 | 40.170 | 40.170 | $106.50 | $0.00 | $4,278.11 | |
0011 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 52,534.000 | 55,564.680 | 55,564.680 | $21.85 | $0.00 | $1,214,088.26 | |
0012 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 283,187.000 | 275,508.610 | 275,508.610 | $3.05 | $0.00 | $840,301.25 | |
0013 | CEMENT TREATED BASE | 317 4270 | SY | 238,229.000 | 211,761.170 | 211,761.170 | $8.00 | $0.00 | $1,694,089.36 | |
0014 | SEPARATOR FABRIC | 325 5271 | SY | 258,351.000 | 256,663.980 | 256,663.980 | $1.00 | $0.00 | $256,663.98 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 38,973.000 | 39,031.260 | 39,031.260 | $25.00 | $0.00 | $975,781.50 | |
0016 | PRIME COAT | 408 5774 | GAL | 102,989.000 | 0.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 769.000 | 1,066.530 | 1,066.530 | $76.25 | $0.00 | $81,322.92 | |
0018 | COLD MILLING PAVEMENT | 412 5267 | SY | 14,662.000 | 13,899.560 | 13,899.560 | $3.75 | $0.00 | $52,123.35 | |
0019 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 91,183.000 | 87,545.000 | 87,545.000 | $0.26 | $0.00 | $22,761.70 | |
0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 100,122.000 | 91,410.550 | 91,410.550 | $5.00 | $0.00 | $457,052.75 | |
0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 131,709.000 | 135,910.890 | 135,910.890 | $9.00 | $0.00 | $1,223,198.01 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 66,095.000 | 67,956.500 | 0.000 | 67,956.500 | $78.00 | $0.00 | $5,300,607.00 |
0023 | CONCRETE PARAPET | 504(E) 1381 | LF | 32.000 | 32.000 | 32.000 | $213.00 | $0.00 | $6,816.00 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 250.000 | 54.890 | 54.890 | $250.28 | $0.00 | $13,737.87 | |
0025 | INLET GPI TYPE 2 (DES. 10) | 611(G) 5336 | EA | 1.000 | 1.000 | 1.000 | $3,002.06 | $0.00 | $3,002.06 | |
0026 | INLET GPI TYPE 2 (DES. 11) | 611(G) 5337 | EA | 1.000 | 1.000 | 1.000 | $3,002.06 | $0.00 | $3,002.06 | |
0027 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 375.000 | 0.000 | 0.000 | $98.07 | $0.00 | $0.00 | |
0028 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 235.000 | 0.000 | 0.000 | $107.38 | $0.00 | $0.00 | |
0029 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A) 4498 | LF | 200.000 | 0.000 | 0.000 | $129.02 | $0.00 | $0.00 | |
0030 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(A) 4500 | LF | 141.000 | 0.000 | 0.000 | $171.18 | $0.00 | $0.00 | |
0031 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 2,780.000 | 760.000 | 760.000 | $20.88 | $0.00 | $15,868.80 | |
0032 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 2,400.000 | 300.000 | 300.000 | $7.71 | $0.00 | $2,313.00 | |
0033 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 1,600.000 | 15.000 | 15.000 | $7.71 | $0.00 | $115.65 | |
0034 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 10.000 | 1.000 | 1.000 | $969.18 | $0.00 | $969.18 | |
0035 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 2.000 | 7.000 | 7.000 | $1,211.41 | $0.00 | $8,479.87 | |
0036 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 2.000 | 0.000 | 0.000 | $1,423.09 | $0.00 | $0.00 | |
0037 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 2.000 | 0.000 | 0.000 | $1,733.09 | $0.00 | $0.00 | |
0038 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 8.000 | 3.000 | 3.000 | $213.16 | $0.00 | $639.48 | |
0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0040 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 143,532.000 | 136,295.560 | 136,295.560 | $2.10 | $0.00 | $286,220.67 | |
0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 70,920.000 | 61,233.590 | 61,233.590 | $1.50 | $0.00 | $91,850.39 | |
0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 5,640.000 | 5,640.000 | 5,640.000 | $1.07 | $0.00 | $6,034.80 | |
0043 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,352.000 | 3,433.000 | 3,433.000 | $2.67 | $0.00 | $9,166.11 | |
0044 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 4,500.000 | 4,881.500 | 4,881.500 | $17.09 | $0.00 | $83,424.84 | |
0045 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 6.000 | $431.33 | $0.00 | $2,587.98 | |
0046 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 14.000 | 15.000 | 15.000 | $2,662.50 | $0.00 | $39,937.50 | |
0047 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 8.000 | $1,810.50 | $0.00 | $14,484.00 | |
0048 | FENCE-STYLE WWF | 624(A) 4281 | LF | 46,540.000 | 44,532.000 | 44,532.000 | $5.86 | $0.00 | $260,957.52 | |
8000 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 25,430.510 | 25,430.510 | $6.71 | $0.00 | $170,638.72 | |
8003 | LIME PRETREATMENT | 307(G) 4260 | SY | 0.000 | 23,288.880 | 23,288.880 | $0.84 | $0.00 | $19,562.66 | |
8004 | LIME | 307(D) 4230 | TON | 0.000 | 415.210 | 415.210 | $140.00 | $0.00 | $58,129.40 | |
8010 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 137,283.510 | 137,283.510 | $1.00 | $0.00 | $137,283.51 | |
8012 | INCENTIVE FOR EARLY COMPLETION | 108 0175 | DAY | 0.000 | 57.000 | 57.000 | $15,000.00 | $0.00 | $855,000.00 | |
8013 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 329.750 | 329.750 | $98.51 | $0.00 | $32,483.68 | |
8015 | SAND FILLED IMPACT ATTEN.MODULE | 870(A) 8011 | EA | 0.000 | 164.000 | 164.000 | $313.49 | $0.00 | $51,412.36 | |
8016 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 0.000 | 640.000 | 640.000 | $27.87 | $0.00 | $17,836.80 | |
8017 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 0.000 | 1,167.160 | 1,167.160 | $4.38 | $0.00 | $5,112.16 | |
8019 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 2,790.730 | 2,790.730 | $6.71 | $0.00 | $18,725.80 | |
8021 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 0.000 | 2,240.000 | 2,240.000 | $2.97 | $0.00 | $6,652.80 | |
8033 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 0.000 | 55.990 | 0.000 | 55.990 | $98.36 | $0.00 | $5,507.18 |
8038 | MOBILIZATION | 641 1399 | LSUM | 0.000 | 1.000 | 1.000 | $4,069.44 | $0.00 | $4,069.44 | |
8039 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $2,400.00 | $0.00 | $2,400.00 | |
Subtotals For Category 0100/ROADWAY IMY-0040-6(370)233 | $0.00 | $14,558,526.01 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0200/BRIDGE 'A' IMY-0040-6(370)233 | ||||||||
0049 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 45.000 | 45.000 | 45.000 | $39.41 | $0.00 | $1,773.45 | |
0050 | CLSM BACKFILL | 501(G) 6309 | CY | 32.200 | 32.200 | 32.200 | $165.08 | $0.00 | $5,315.58 | |
0051 | APPROACH SLAB | 504(A) 1304 | SY | 192.000 | 192.000 | 192.000 | $308.85 | $0.00 | $59,299.20 | |
0052 | SAW-CUT GROOVING | 504(B) 1305 | SY | 597.500 | 560.000 | 560.000 | $4.79 | $0.00 | $2,682.40 | |
0053 | CONCRETE PARAPET | 504(E) 1381 | LF | 78.000 | 78.000 | 78.000 | $213.00 | $0.00 | $16,614.00 | |
0054 | BRIDGE DECK CONCRETE OVERLAY | 505(A) 6065 | SY | 429.000 | 428.560 | 428.560 | $127.80 | $0.00 | $54,769.97 | |
0055 | HYDRODEMOLITION | 505(E) 1000 | SY | 429.000 | 429.000 | 429.000 | $106.50 | $0.00 | $45,688.50 | |
0056 | CLASS C CONCRETE | 509(D) 1331 | CY | 1.000 | 1.000 | 1.000 | $1,171.50 | $0.00 | $1,171.50 | |
0057 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 32.000 | 45.560 | 45.560 | $4.26 | $0.00 | $194.09 | |
0058 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 85.000 | 85.000 | $18.11 | $0.00 | $1,539.35 | |
0059 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 20.000 | 55.000 | 55.000 | $18.11 | $0.00 | $996.05 | |
8005 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 0.000 | 2.510 | 2.510 | $425.15 | $0.00 | $1,067.13 | |
8023 | (PL)REPAIR BRIDGE ITEMS | 540 4501 | SY | 0.000 | 0.890 | 0.890 | $694.44 | $0.00 | $618.05 | |
8028 | (SP)ACRYLIC CONCRETE SEALER | 510(D) 0500 | SF | 0.000 | 1,336.500 | 1,336.500 | $7.66 | $0.00 | $10,237.59 | |
Subtotals For Category 0200/BRIDGE 'A' IMY-0040-6(370)233 | $0.00 | $201,966.86 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0201/BRIDGE 'B' IMY-0040-6(370)233 | ||||||||
0060 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 45.000 | 45.000 | 45.000 | $39.41 | $0.00 | $1,773.45 | |
0061 | CLSM BACKFILL | 501(G) 6309 | CY | 32.200 | 32.200 | 32.200 | $165.08 | $0.00 | $5,315.58 | |
0062 | APPROACH SLAB | 504(A) 1304 | SY | 192.000 | 192.000 | 192.000 | $308.85 | $0.00 | $59,299.20 | |
0063 | SAW-CUT GROOVING | 504(B) 1305 | SY | 597.500 | 560.000 | 560.000 | $4.79 | $0.00 | $2,682.40 | |
0064 | CONCRETE PARAPET | 504(E) 1381 | LF | 78.000 | 78.000 | 78.000 | $213.00 | $0.00 | $16,614.00 | |
0065 | BRIDGE DECK CONCRETE OVERLAY | 505(A) 6065 | SY | 429.000 | 428.560 | 428.560 | $127.80 | $0.00 | $54,769.97 | |
0066 | HYDRODEMOLITION | 505(E) 1000 | SY | 429.000 | 429.000 | 429.000 | $106.50 | $0.00 | $45,688.50 | |
0067 | CLASS C CONCRETE | 509(D) 1331 | CY | 1.000 | 0.790 | 0.790 | $1,171.50 | $0.00 | $925.49 | |
0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 32.000 | 45.560 | 45.560 | $4.26 | $0.00 | $194.09 | |
0069 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 82.000 | 82.000 | $18.11 | $0.00 | $1,485.02 | |
0070 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 20.000 | 42.000 | 42.000 | $18.11 | $0.00 | $760.62 | |
8006 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 0.000 | 7.500 | 7.500 | $425.15 | $0.00 | $3,188.63 | |
8024 | (PL)REPAIR BRIDGE ITEMS | 540 4501 | SY | 0.000 | 16.000 | 16.000 | $694.44 | $0.00 | $11,111.04 | |
8029 | (SP)ACRYLIC CONCRETE SEALER | 510(D) 0500 | SF | 0.000 | 1,377.000 | 1,377.000 | $7.66 | $0.00 | $10,547.82 | |
Subtotals For Category 0201/BRIDGE 'B' IMY-0040-6(370)233 | $0.00 | $214,355.81 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0202/BRIDGE 'C' IMY-0040-6(370)233 | ||||||||
0071 | CONCRETE PARAPET | 504(E) 1381 | LF | 20.000 | 20.000 | 20.000 | $271.58 | $0.00 | $5,431.60 | |
0072 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 9.000 | 8.800 | 8.800 | $4.26 | $0.00 | $37.49 | |
0073 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 271.000 | 253.000 | 253.000 | $79.88 | $0.00 | $20,209.64 | |
8025 | (PL)REPAIR BRIDGE ITEMS | 540 4501 | SY | 0.000 | 113.970 | 113.970 | $694.44 | $0.00 | $79,145.33 | |
8030 | (SP)ACRYLIC CONCRETE SEALER | 510(D) 0500 | SF | 0.000 | 1,377.980 | 1,377.980 | $7.66 | $0.00 | $10,555.33 | |
Subtotals For Category 0202/BRIDGE 'C' IMY-0040-6(370)233 | $0.00 | $115,379.39 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0203/BRIDGE 'D' IMY-0040-6(370)233 | ||||||||
0074 | CONCRETE PARAPET | 504(E) 1381 | LF | 20.000 | 20.000 | 20.000 | $271.58 | $0.00 | $5,431.60 | |
0075 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 9.000 | 8.800 | 8.800 | $4.26 | $0.00 | $37.49 | |
0076 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 271.000 | 274.000 | 274.000 | $79.88 | $0.00 | $21,887.12 | |
8026 | (PL)REPAIR BRIDGE ITEMS | 540 4501 | SY | 0.000 | 113.480 | 113.480 | $694.44 | $0.00 | $78,805.05 | |
8031 | (SP)ACRYLIC CONCRETE SEALER | 510(D) 0500 | SF | 0.000 | 1,490.940 | 1,490.940 | $7.66 | $0.00 | $11,420.60 | |
Subtotals For Category 0203/BRIDGE 'D' IMY-0040-6(370)233 | $0.00 | $117,581.86 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0300/TRAFFIC CONTROL IMY-0040-6(370)233 | ||||||||
0077 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 327,500.000 | 126,581.000 | 126,581.000 | $0.02 | $0.00 | $2,531.62 | |
0078 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 14,560.000 | 3,105.000 | 3,105.000 | $0.43 | $0.00 | $1,335.15 | |
0079 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 164,500.000 | 113,681.000 | 113,681.000 | $0.05 | $0.00 | $5,684.05 | |
0080 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 1,680.000 | 0.000 | 0.000 | $2.13 | $0.00 | $0.00 | |
0081 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 1,120.000 | 56.000 | 56.000 | $5.33 | $0.00 | $298.48 | |
0082 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 36,400.000 | 36,400.000 | 36,400.000 | $26.00 | $0.00 | $946,400.00 | |
0083 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 36,400.000 | 29,216.000 | 29,216.000 | $3.25 | $0.00 | $94,952.00 | |
0084 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 45,500.000 | 78,136.000 | 78,136.000 | $0.11 | $0.00 | $8,594.96 | |
0085 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,120.000 | 854.000 | 854.000 | $10.65 | $0.00 | $9,095.10 | |
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 66,080.000 | 82,274.000 | 82,274.000 | $0.02 | $0.00 | $1,645.48 | |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 35,840.000 | 33,135.000 | 33,135.000 | $0.27 | $0.00 | $8,946.45 | |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 28,560.000 | 54,852.000 | 54,852.000 | $2.40 | $0.00 | $131,644.80 | |
0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 23,520.000 | 16,618.000 | 16,618.000 | $1.07 | $0.00 | $17,781.26 | |
0090 | WING BARRICADES | 880(C) 8848 | SD | 2,240.000 | 2,764.000 | 2,764.000 | $2.13 | $0.00 | $5,887.32 | |
0091 | VERTICAL PANELS | 880(D) 8854 | SD | 182,000.000 | 91,336.000 | 91,336.000 | $0.01 | $0.00 | $913.36 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 57,120.000 | 52,246.000 | 52,246.000 | $0.02 | $0.00 | $1,044.92 | |
0093 | DRUMS | 880(F) 8878 | SD | 145,600.000 | 120,583.000 | 120,583.000 | $0.05 | $0.00 | $6,029.15 | |
0094 | CHANNELIZER CONES | 880(G) 8890 | SD | 190,400.000 | 91,196.000 | 91,196.000 | $0.05 | $0.00 | $4,559.80 | |
0095 | FLAGGER | 880(I) 8902 | SD | 30.000 | 0.000 | 0.000 | $372.75 | $0.00 | $0.00 | |
0096 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,300.000 | 542.000 | 542.000 | $52.42 | $0.00 | $28,411.64 | |
0097 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 4.000 | 4.000 | 4.000 | $15,975.00 | $0.00 | $63,900.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL IMY-0040-6(370)233 | $0.00 | $1,339,655.54 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0301/STRIPING & SIGNING IMY-0040-6(370)233 | ||||||||
0098 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 4.000 | 4.400 | 4.400 | $372.75 | $0.00 | $1,640.10 | |
0099 | REINFORCING STEEL | 804(B) 2916 | LB | 676.000 | 658.000 | 658.000 | $2.13 | $0.00 | $1,401.54 | |
0100 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 2.000 | 8.000 | 8.000 | $1,065.00 | $0.00 | $8,520.00 | |
0101 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 182.360 | 167.390 | 167.390 | $12.78 | $0.00 | $2,139.24 | |
0102 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 528.000 | 541.500 | 541.500 | $19.17 | $0.00 | $10,380.56 | |
0103 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 179.500 | 106.510 | 106.510 | $26.63 | $0.00 | $2,836.36 | |
0104 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 42.000 | 29.920 | 29.920 | $28.76 | $0.00 | $860.50 | |
0105 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 45.500 | 36.500 | 36.500 | $31.95 | $0.00 | $1,166.18 | |
0106 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 99.000 | 70.910 | 70.910 | $38.34 | $0.00 | $2,718.69 | |
0107 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 42.000 | 0.000 | 0.000 | $10.13 | $0.00 | $0.00 | |
0108 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 32.000 | 0.000 | 0.000 | $19.17 | $0.00 | $0.00 | |
0109 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 601.000 | 115.000 | 115.000 | $4.26 | $0.00 | $489.90 | |
0110 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 30.000 | 94.000 | 94.000 | $10.65 | $0.00 | $1,001.10 | |
0111 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 86.000 | 69.000 | 69.000 | $17.04 | $0.00 | $1,175.76 | |
0112 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 76,540.000 | 101,328.000 | 101,328.000 | $0.43 | $0.00 | $43,571.04 | |
0113 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 23,712.000 | 26,364.000 | 26,364.000 | $0.53 | $0.00 | $13,972.92 | |
0114 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,000.000 | 3,568.000 | 3,568.000 | $1.07 | $0.00 | $3,817.76 | |
Subtotals For Category 0301/STRIPING & SIGNING IMY-0040-6(370)233 | $0.00 | $95,691.65 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0304/CABLE BARRIER IMY-0040-6(370)233 | ||||||||
0115 | CLASS AA CONCRETE | 509(A) 0319 | CY | 142.000 | 188.720 | 188.720 | $266.25 | $0.00 | $50,246.70 | |
0116 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 14,861.000 | 15,310.000 | 15,310.000 | $10.65 | $0.00 | $163,051.50 | |
0117 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 6.000 | 6.000 | $1,171.50 | $0.00 | $7,029.00 | |
0118 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 1.000 | $2,130.00 | $0.00 | $2,130.00 | |
0119 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 90.000 | 90.000 | 90.000 | $8.52 | $0.00 | $766.80 | |
Subtotals For Category 0304/CABLE BARRIER IMY-0040-6(370)233 | $0.00 | $223,224.00 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0600/STAKING IMY-0040-6(370)233 | ||||||||
0120 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $99,225.75 | $0.00 | $99,225.76 | |
Subtotals For Category 0600/STAKING IMY-0040-6(370)233 | $0.00 | $99,225.76 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0640/CONSTRUCTION IMY-0040-6(370)233 | ||||||||
0121 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
0122 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $23,393.91 | $0.00 | $23,393.91 | |
0123 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $675,846.00 | $0.00 | $675,846.00 | |
0124 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $116,000.00 | $0.00 | $116,000.00 | |
Subtotals For Category 0640/CONSTRUCTION IMY-0040-6(370)233 | $0.00 | $818,739.91 | ||||||||
Subtotals For Project IMY-0040-6(370)233 /20908(05) | $0.00 | $17,784,346.79 |
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-0040-5(386)207 | Project: 21007(04) | Category: 0100/ROADWAY IMY-0040-5(386)207 | ||||||||
0125 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0126 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 28,585.000 | 35,731.250 | 35,731.250 | $7.83 | $0.00 | $279,775.69 | |
0127 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 14,000.000 | 0.000 | 0.000 | $5.54 | $0.00 | $0.00 | |
0128 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,000.000 | 2,396.000 | 2,396.000 | $1.76 | $0.00 | $4,216.96 | |
0129 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 5.000 | 0.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0130 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 182.000 | 112.000 | 112.000 | $6.39 | $0.00 | $715.68 | |
0131 | SOLID SLAB SODDING | 230(A) 2806 | SY | 72,286.000 | 74,949.830 | 74,949.830 | $1.04 | $0.00 | $77,947.82 | |
0132 | MOWING | 241 2832 | AC | 14.940 | 0.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0133 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 25,724.000 | 0.000 | 0.000 | $25.94 | $0.00 | $0.00 | |
0134 | FLY ASH | 307(A) 4200 | TON | 7,616.000 | 0.000 | 0.000 | $34.00 | $0.00 | $0.00 | |
0135 | LIME | 307(D) 4230 | TON | 1,068.000 | 294.980 | 294.980 | $140.00 | $0.00 | $41,297.20 | |
0136 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 138,674.000 | 0.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
0137 | LIME PRETREATMENT | 307(G) 4260 | SY | 74,138.000 | 15,292.440 | 15,292.440 | $0.84 | $0.00 | $12,845.65 | |
0138 | SEPARATOR FABRIC | 325 5271 | SY | 123,563.000 | 121,362.720 | 121,362.720 | $1.00 | $0.00 | $121,362.72 | |
0139 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 13,632.000 | 17,388.380 | 17,388.380 | $25.00 | $0.00 | $434,709.50 | |
0140 | PRIME COAT | 408 5774 | GAL | 46,590.000 | 0.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0141 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,917.000 | 200.380 | 200.380 | $65.60 | $0.00 | $13,144.93 | |
0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 11,645.000 | 11,669.980 | 11,669.980 | $63.95 | $0.00 | $746,295.23 | |
0143 | COLD MILLING PAVEMENT | 412 5267 | SY | 9,415.000 | 33,138.670 | 33,138.670 | $3.75 | $0.00 | $124,270.02 | |
0144 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 41,365.000 | 40,480.000 | 40,480.000 | $0.26 | $0.00 | $10,524.80 | |
0145 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 52,769.000 | 48,282.000 | 48,282.000 | $5.00 | $0.00 | $241,410.00 | |
0146 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 61,193.000 | 62,980.560 | 62,980.560 | $9.00 | $0.00 | $566,825.04 | |
0147 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 36,374.000 | 36,623.210 | 36,623.210 | $78.00 | $0.00 | $2,856,610.38 | |
0148 | APPROACH SLAB | 504(A) 1304 | SY | 182.000 | 182.220 | 182.220 | $308.85 | $0.00 | $56,278.64 | |
0149 | CONCRETE PARAPET | 504(E) 1381 | LF | 77.700 | 110.890 | 110.890 | $271.58 | $0.00 | $30,115.51 | |
0150 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 40.000 | 0.000 | 0.000 | $98.36 | $0.00 | $0.00 | |
0151 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 750.000 | 0.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
0152 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 250.000 | 12.000 | 12.000 | $3.20 | $0.00 | $38.40 | |
0153 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 0.000 | 0.000 | $1,427.08 | $0.00 | $0.00 | |
0154 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 3.000 | 3.000 | $213.16 | $0.00 | $639.48 | |
0155 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 225.000 | 0.000 | 0.000 | $30.54 | $0.00 | $0.00 | |
0156 | TRENCH EXCAVATION | 613(V) 1180 | CY | 300.000 | 0.000 | 0.000 | $4.88 | $0.00 | $0.00 | |
0157 | REMOVAL OF BRIDGE ITEMS | 619(B) 2505 | EA | 2.000 | 2.000 | 2.000 | $8,520.00 | $0.00 | $17,040.00 | |
0158 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 15,112.000 | 20,354.890 | 20,354.890 | $2.10 | $0.00 | $42,745.27 | |
0159 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 89,436.000 | 57,897.780 | 57,897.780 | $1.62 | $0.00 | $93,794.41 | |
0160 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,000.000 | 3,481.000 | 3,481.000 | $2.67 | $0.00 | $9,294.27 | |
0161 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 6.000 | 6.000 | $1,810.50 | $0.00 | $10,863.00 | |
0162 | REMOVE AND RECONSTRUCT GUARDRAIL | 625(D) 1254 | LF | 2,931.000 | 2,930.250 | 2,930.250 | $14.91 | $0.00 | $43,690.03 | |
0163 | (PL)REMOVE & RESET G.E.T. GUARD RAIL END SECTION | 805(D) 8762 | EA | 9.000 | 9.000 | 9.000 | $798.75 | $0.00 | $7,188.75 | |
0164 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 73.000 | 40.000 | 40.000 | $17.04 | $0.00 | $681.60 | |
8001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 2,767.540 | 2,767.540 | $5.54 | $0.00 | $15,332.17 | |
8003 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 25,724.000 | 0.000 | 25,724.000 | $25.94 | $0.00 | $667,280.56 |
8006 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 0.000 | 138,774.810 | 138,774.810 | $2.68 | $0.00 | $371,916.50 | |
8009 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 4,825.830 | 0.000 | $1.00 | $0.00 | $0.00 | |
8011 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 31,433.470 | 31,433.470 | $1.00 | $0.00 | $31,433.47 | |
8014 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 437.380 | 437.380 | $98.51 | $0.00 | $43,086.30 | |
8020 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 53.330 | 53.330 | $5.54 | $0.00 | $295.45 | |
8022 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 0.000 | 1,640.000 | 1,640.000 | $2.97 | $0.00 | $4,870.80 | |
8034 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 0.000 | 1,960.000 | 0.000 | 1,960.000 | $20.88 | $0.00 | $40,924.80 |
Subtotals For Category 0100/ROADWAY IMY-0040-5(386)207 | $0.00 | $7,024,461.03 | ||||||||
Fed/State Project Number: IMY-0040-5(386)207 | Project: 21007(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING IMY-0040-5(386)207 | ||||||||
0165 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 42,366.000 | 59,648.000 | 59,648.000 | $0.43 | $0.00 | $25,648.64 | |
0166 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 13,152.000 | 15,456.000 | 15,456.000 | $0.53 | $0.00 | $8,191.68 | |
0167 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,600.000 | 3,448.000 | 3,448.000 | $1.07 | $0.00 | $3,689.36 | |
0168 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 600.000 | 1,924.000 | 1,924.000 | $3.20 | $0.00 | $6,156.80 | |
8035 | REINFORCING STEEL | 804(B) 2916 | LB | 0.000 | 302.000 | 0.000 | 302.000 | $2.13 | $0.00 | $643.26 |
8036 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.000 | 1.970 | 0.000 | 1.970 | $372.75 | $0.00 | $734.32 |
8037 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 0.000 | 6.000 | 6.000 | $1,065.00 | $0.00 | $6,390.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING IMY-0040-5(386)207 | $0.00 | $51,454.06 | ||||||||
Fed/State Project Number: IMY-0040-5(386)207 | Project: 21007(04) | Category: 0304/CABLE BARRIER IMY-0040-5(386)207 | ||||||||
0169 | CLASS AA CONCRETE | 509(A) 0319 | CY | 103.000 | 152.320 | 152.320 | $266.25 | $0.00 | $40,555.20 | |
0170 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 10,545.000 | 12,088.000 | 12,088.000 | $10.65 | $0.00 | $128,737.20 | |
0171 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 4.000 | 4.000 | $1,171.50 | $0.00 | $4,686.00 | |
0172 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 1.000 | $2,130.00 | $0.00 | $2,130.00 | |
Subtotals For Category 0304/CABLE BARRIER IMY-0040-5(386)207 | $0.00 | $176,108.40 | ||||||||
Subtotals For Project IMY-0040-5(386)207 /21007(04) | $0.00 | $7,252,023.49 |
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-NBIP(422) | Project: 27034(04) | Category: 0200/BRIDGE 'A' BRFY-NBIP(422) | ||||||||
0173 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 28.000 | 28.000 | 28.000 | $1,597.50 | $0.00 | $44,730.00 | |
0174 | CLEANING AND PAINTING BRIDGE METAL RAIL | 512 6280 | LF | 439.167 | 435.007 | 435.000 | $67.90 | $0.00 | $29,536.51 | |
0175 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $31,950.00 | $0.00 | $31,950.00 | |
0176 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $95,850.00 | $0.00 | $95,850.00 | |
0177 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 1.000 | 1.000 | 1.000 | $15,975.00 | $0.00 | $15,975.00 | |
0178 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 1.000 | 1.000 | 1.000 | $15,975.00 | $0.00 | $15,975.00 | |
8018 | (PL)REPAIR BRIDGE ITEMS | 540 4500 | LSUM | 0.000 | 1.000 | 1.000 | $23,000.00 | $0.00 | $23,000.00 | |
8027 | (PL)REPAIR BRIDGE ITEMS | 540 4501 | SY | 0.000 | 75.590 | 75.590 | $694.44 | $0.00 | $52,492.72 | |
8032 | (SP)ACRYLIC CONCRETE SEALER | 510(D) 0500 | SF | 0.000 | 1,512.020 | 1,512.020 | $7.73 | $0.00 | $11,687.91 | |
Subtotals For Category 0200/BRIDGE 'A' BRFY-NBIP(422) | $0.00 | $321,197.14 | ||||||||
Subtotals For Project BRFY-NBIP(422) /27034(04) | $0.00 | $321,197.14 |