Contract ID: | 100306 | Estimate Number: | 0050 , Final | Spec Year: | 1999 | |||
Primary JP: | 20910(04) | Residency: | SALLISAW (01200) | Contract No: | 610022 | |||
Date Created: | 12/03/2014 | Contractor FEI: | 420945831A | Account No: | 400100 |
Project Number(s): | IMY-0040-6(346)325, IMY-0040-6(367)325 | ||||||||
Contract Description: | RESURFACE (P.C. CONCRETE), CABLE BARRIER AND BRIDGE I-40: FROM MILE MARKER 325.06, EXTEND EAST TO MILE MARKER 330.66; AND OVER US-64, 17.29 MILES EAST OF THE US-59 JUNCTION. PROJECT LENGTH = 5.860 MILES. | ||||||||
Primary County: | SEQUOYAH | ||||||||
Name of Road: | I-40 | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 1179.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 1206.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 97.76 % |
Paid To Date: | $16,568,251.03 | Payable This Statement: | $15,000.00 |
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: | 100306 | Estimate Number: | 0050 | Contract No: | 610022 | |||
Residency: | SALLISAW (01200) | Estimate Type: | Final | Account No: | 400100 | |||
Project Number(s): | IMY-0040-6(346)325, IMY-0040-6(367)325 | ||||||||||||
Primary Job Piece No: | 20910(04) | ||||||||||||
Contract Description: | RESURFACE (P.C. CONCRETE), CABLE BARRIER AND BRIDGE I-40: FROM MILE MARKER 325.06, EXTEND EAST TO MILE MARKER 330.66; AND OVER US-64, 17.29 MILES EAST OF THE US-59 JUNCTION. PROJECT LENGTH = 5.860 MILES. | ||||||||||||
Primary County: | SEQUOYAH | ||||||||||||
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: | 05/20/2010 | NTP Effective Date: | 10/04/2010 | Pay Period: | 08/07/2014 TO 09/25/2014 |
Date Awarded: | 06/07/2010 | Date Work Began: | 08/30/2010 | Original Contract Time: | 500 |
Date Contract Executed: | 06/16/2010 | Date Time Stopped: | 11/20/2013 | Current Time Charged: | 1179.00 |
Date NTP Issued: | 06/22/2010 | Completion Date: | 11/20/2013 | Current Time Allowed: | 1206.00 |
General Liability Expires: | 03/01/2015 | Workman's Comp Expires: | 06/30/2015 | Percent Time Used: | 97.76 % |
Specification Year: | 1999 | ||||
Bid Amount: | $17,611,219.08 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $17,809,649.03 | Participating: | $16,562,189.58 | $16,547,189.58 | $15,000.00 | ||
Percent Complete: | 93.03 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $1,241,398.00 | Total Earnings: | $16,562,189.58 | $16,547,189.58 | $15,000.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $16,562,189.58 | $16,547,189.58 | $15,000.00 | ||||
Other Adjustments: | $6,061.45 | $6,061.45 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $16,568,251.03 | $16,553,251.03 | $15,000.00 |
Contract ID: | 100306 | Estimate Number: | 0050 | Primary JP: | 20910(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Replace Existing Items with Lump Sum Item | Approved | 11/15/2010 | 0.0 | $0.00 |
002 | Substitution of Drilled Shafts for Driven Piling | Approved | 04/05/2011 | 0.0 | $198,429.95 |
003 | Substitution of Portland Cement for Flyash | Approved | 10/03/2011 | 0.0 | $-0.12 |
004 | Extra Work Due to Bridge Deck Failure/Smoothness Bonus | Approved | 07/01/2013 | 0.0 | $-1,597.89 |
005 | Final Quantity Change Order | Approved | 09/24/2014 | 0.0 | $-1,164,460.84 |
006 | Millings for Shouldering | Approved | 08/04/2014 | 0.0 | $-0.12 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20910(04) | 0036 | Guardrail W Beam Single | Stockpiled Material Initial Payment | 0018 | $13,708.80 |
20910(04) | 0036 | Guardrail W Beam Single | Stockpiled Material Adjustment | 0019 | $-12,544.00 |
20910(04) | 0036 | Guardrail W Beam Single | Stockpiled Material Closure | 0029 | $-1,164.80 |
20910(04) | 0037 | Thrie Beam Conn | Stockpiled Material Adjustment | 0019 | $-3,785.00 |
20910(04) | 0037 | Thrie Beam Conn | Stockpiled Material Initial Payment | 0018 | $3,785.00 |
20910(04) | 0038 | GRAU Ty B | Stockpiled Material Adjustment | 0019 | $-149.00 |
20910(04) | 0038 | GRAU Ty B | Stockpiled Material Initial Payment | 0018 | $149.00 |
20910(04) | 0039 | GET | Stockpiled Material Initial Payment | 0018 | $9,891.00 |
20910(04) | 0039 | GET | Stockpiled Material Closure | 0029 | $-1,413.00 |
20910(04) | 0039 | GET | Stockpiled Material Adjustment | 0019 | $-8,478.00 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0006 | $-2,240.97 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0006 | $58,008.14 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0007 | $-1,808.05 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0008 | $-3,876.25 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0009 | $-4,218.77 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0016 | $-8,377.28 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0019 | $-1,004.47 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0020 | $-2,008.94 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0021 | $-2,738.19 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0022 | $-3,178.14 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0029 | $-2,003.92 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0038 | $-1,757.82 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0039 | $-2,913.97 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0040 | $-4,225.81 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0042 | $-2,267.09 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0043 | $-1,581.04 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0044 | $-1,305.81 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0045 | $-3,137.96 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0046 | $-1,948.67 |
20910(04) | 0040 | FENCE WIRE-WWF-ZC | Stockpiled Material Closure | 0049 | $-7,414.99 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Adjustment | 0021 | $-6,481.28 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Initial Payment | 0017 | $22,471.28 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Adjustment | 0019 | $-5,330.00 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Adjustment | 0020 | $-10,660.00 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Adjustment | 0022 | $-12,792.00 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Adjustment | 0021 | $-14,529.58 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Adjustment | 0019 | $-5,330.00 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Adjustment | 0020 | $-10,660.00 |
20910(04) | 0040 | Fence-Style WWF | Stockpiled Material Initial Payment | 0017 | $43,311.58 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-21,225.20 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0006 | $21,225.20 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-19,561.40 |
20910(04) | 0049 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0006 | $19,561.40 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $24,327.60 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-24,327.60 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-24,327.60 |
20910(04) | 0059 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $24,327.60 |
20910(04) | 0069 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0019 | $16,237.31 |
20910(04) | 0069 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0026 | $-16,237.31 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Adjustment | 0023 | $-96.92 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Initial Payment | 0013 | $4,531.35 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Closure | 0029 | $-4,303.33 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Adjustment | 0024 | $-131.10 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Adjustment | 0024 | $-131.11 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Closure | 0029 | $-13,367.20 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Adjustment | 0023 | $-96.93 |
20910(04) | 0072 | STAY-IN-PLACE DECK FORMS BRIDGE D | Stockpiled Material Initial Payment | 0013 | $13,595.24 |
20910(04) | 0074 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0023 | $-21,178.20 |
20910(04) | 0074 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0019 | $21,178.20 |
20910(04) | 0084 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $18,245.70 |
20910(04) | 0084 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-18,245.70 |
20910(04) | 0121 | cable barrier | Stockpiled Material Initial Payment | 0034 | $186,476.61 |
20910(04) | 0121 | cable barrier | Stockpiled Material Closure | 0037 | $-186,476.61 |
20910(04) | 8000 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $359,409.02 |
20910(04) | 8000 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0009 | $-227,175.00 |
20910(04) | 8000 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-132,234.02 |
20910(04) | 8001 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $359,409.02 |
20910(04) | 8001 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0022 | $-86,799.02 |
20910(04) | 8001 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0021 | $-272,610.00 |
20910(07) | 0031 | Guardrail W Beam Single | Stockpiled Material Adjustment | 0033 | $-3,539.20 |
20910(07) | 0031 | Guardrail W Beam Single | Stockpiled Material Adjustment | 0021 | $-7,616.00 |
20910(07) | 0031 | Guardrail W Beam Single | Stockpiled Material Initial Payment | 0018 | $11,155.20 |
20910(07) | 0032 | THRIE BEAM CONN | Stockpiled Material Adjustment | 0033 | $-1,514.00 |
20910(07) | 0032 | THRIE BEAM CONN | Stockpiled Material Adjustment | 0021 | $-2,271.00 |
20910(07) | 0032 | THRIE BEAM CONN | Stockpiled Material Initial Payment | 0018 | $3,785.00 |
20910(07) | 0033 | GRAU TYPE B | Stockpiled Material Initial Payment | 0018 | $149.00 |
20910(07) | 0033 | GRAU TYPE B | Stockpiled Material Adjustment | 0021 | $-149.00 |
20910(07) | 0034 | GET | Stockpiled Material Adjustment | 0033 | $-1,413.00 |
20910(07) | 0034 | GET | Stockpiled Material Initial Payment | 0018 | $4,239.00 |
20910(07) | 0034 | GET | Stockpiled Material Adjustment | 0021 | $-2,826.00 |
20910(07) | 0039 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0015 | $-22,980.37 |
20910(07) | 0039 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $22,980.37 |
20910(07) | 0045 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $2,545.28 |
20910(07) | 0045 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0028 | $-2,545.28 |
20910(07) | 0046 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $6,596.40 |
20910(07) | 0046 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-6,596.40 |
20910(07) | 0059 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0013 | $-8,891.10 |
20910(07) | 0059 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $8,891.10 |
20910(07) | 0066 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0026 | $-23,024.78 |
20910(07) | 0066 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0019 | $23,024.78 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Closure | 0029 | $-5,386.43 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Adjustment | 0025 | $-36.17 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Initial Payment | 0013 | $5,436.89 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Adjustment | 0021 | $-11.38 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Adjustment | 0020 | $-2.91 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Adjustment | 0021 | $-11.38 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Adjustment | 0020 | $-2.91 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Initial Payment | 0013 | $16,310.68 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Closure | 0029 | $-16,260.22 |
20910(07) | 0069 | STAY-IN-PLACE DECK FORMS BRIDGE B | Stockpiled Material Adjustment | 0025 | $-36.17 |
20910(07) | 0084 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-8,891.10 |
20910(07) | 0084 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $8,891.10 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $369,797.22 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0014 | $-36,979.72 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-295,837.78 |
20910(07) | 8002 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0013 | $-36,979.72 |
20910(07) | 8003 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-65,218.02 |
20910(07) | 8003 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $369,797.22 |
20910(07) | 8003 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0022 | $-304,579.20 | 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 |
20910(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 313.56 | $1.48 | $465.87 |
20910(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 435.45 | $-0.49 | $-216.85 |
20910(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 905.12 | $1.57 | $1,428.28 |
20910(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 2,007.20 | $1.57 | $3,167.36 |
20910(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 382.82 | $1.57 | $604.09 |
20910(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | -17.58 | $1.69 | $-29.85 |
20910(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 88.89 | $1.69 | $150.94 |
20910(07) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 138.29 | $-0.49 | $-68.87 |
20910(07) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 258.32 | $1.57 | $407.63 |
20910(07) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 90.02 | $1.69 | $152.85 | Subtotals For Line Item Adjustments | $6,061.45 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 08/30/2010 | 07/06/2011 | 310.00 DYS | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100306 | Estimate Number: | 0050 | Primary JP: | 20910(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0100/ROADWAY IMY-0040-6(346)325 | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $70,000.00 | $0.00 | $70,000.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $30,000.00 | $15,000.00 | $30,000.00 |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,000.000 | 800.000 | 800.000 | $2.01 | $0.00 | $1,608.00 | |
0004 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,364.000 | 471.000 | 471.000 | $8.51 | $0.00 | $4,008.21 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 209,825.000 | 32,950.850 | 32,950.850 | $1.01 | $0.00 | $33,280.36 | |
0006 | SEEDING METHOD B | 232(B) 2814 | AC | 46.000 | 0.000 | 0.000 | $314.18 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 46.000 | 0.000 | 0.000 | $314.18 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 165.000 | 289.460 | 289.460 | $52.19 | $0.00 | $15,106.92 | |
0009 | AGGREGATE BASE | 303 0192 | CY | 16,793.000 | 5,067.430 | 5,067.430 | $23.00 | $0.00 | $116,550.89 | |
0010 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 85,643.000 | 28,609.010 | 28,609.010 | $6.00 | $0.00 | $171,654.06 | |
0011 | SEPARATOR FABRIC | 325 5271 | SY | 81,957.000 | 37,459.450 | 37,459.450 | $0.90 | $0.00 | $33,713.51 | |
0012 | (SP)FLY ASH | 327(A) 4200 | TON | 5,328.000 | 0.000 | 0.000 | $29.00 | $0.00 | $0.00 | |
0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 98,445.000 | 23,966.770 | 23,966.770 | $0.75 | $0.00 | $17,975.08 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 13,951.000 | 4,868.140 | 4,868.140 | $14.00 | $0.00 | $68,153.96 | |
0015 | TACK COAT | 407 0250 | GAL | 8,494.000 | 0.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0016 | PRIME COAT | 408 5774 | GAL | 35,584.000 | 0.000 | 0.000 | $1.85 | $0.00 | $0.00 | |
0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 14,916.000 | 313.560 | 313.560 | $45.00 | $0.00 | $14,110.20 | |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 9,179.000 | 3,801.900 | 3,801.900 | $51.00 | $0.00 | $193,896.90 | |
0019 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 119,948.000 | 116,039.000 | 116,039.000 | $0.28 | $0.00 | $32,490.92 | |
0020 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 93,001.000 | 101,746.610 | 101,746.610 | $6.00 | $0.00 | $610,479.66 | |
0021 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 169,662.000 | 174,042.450 | 174,042.450 | $8.00 | $0.00 | $1,392,339.60 | |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 66,768.000 | 73,813.310 | 73,813.310 | $66.00 | $0.00 | $4,871,678.46 | |
0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 220,600.000 | 254,495.980 | 254,495.980 | $0.65 | $0.00 | $165,422.40 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 280.000 | 0.000 | 0.000 | $250.28 | $0.00 | $0.00 | |
0025 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 3.000 | 0.000 | 0.000 | $1,783.88 | $0.00 | $0.00 | |
0026 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 9.000 | 7.000 | 7.000 | $2,662.50 | $0.00 | $18,637.50 | |
0027 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 225.000 | 0.000 | 0.000 | $90.53 | $0.00 | $0.00 | |
0028 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 70.000 | 0.000 | 0.000 | $122.48 | $0.00 | $0.00 | |
0029 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 0.000 | 0.000 | $798.75 | $0.00 | $0.00 | |
0030 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 705.000 | 1,770.000 | 1,770.000 | $23.74 | $0.00 | $42,019.80 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0032 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 7,160.000 | 5,024.000 | 5,024.000 | $4.17 | $0.00 | $20,950.08 | |
0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 62,723.000 | 16,396.220 | 16,396.220 | $1.00 | $0.00 | $16,396.22 | |
0034 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 2,120.000 | 2,120.000 | 2,120.000 | $1.19 | $0.00 | $2,522.80 | |
0035 | SAWING PAVEMENT | 619(C) 0924 | LF | 684.000 | 591.000 | 591.000 | $2.50 | $0.00 | $1,477.50 | |
0036 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,750.000 | 2,925.000 | 2,925.000 | $15.18 | $0.00 | $44,401.50 | |
0037 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 10.000 | 10.000 | 10.000 | $1,384.50 | $0.00 | $13,845.00 | |
0038 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 9.000 | 9.000 | $532.50 | $0.00 | $4,792.50 | |
0039 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 12.000 | 19.000 | 19.000 | $2,130.00 | $0.00 | $40,470.00 | |
0040 | FENCE-STYLE WWF | 624(A) 4281 | LF | 58,882.000 | 54,472.000 | 54,472.000 | $5.33 | $0.00 | $290,335.76 | |
8008 | (SP)PORTLAND CEMENT | 327(C) 4220 | TON | 0.000 | 521.490 | 521.490 | $115.48 | $0.00 | $60,224.48 | |
8011 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 209,813.400 | 209,813.400 | $1.00 | $0.00 | $209,813.40 | |
8012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 0.000 | 16,280.100 | 0.000 | 8,140.050 | $10.00 | $0.00 | $81,400.50 |
Subtotals For Category 0100/ROADWAY IMY-0040-6(346)325 | $15,000.00 | $8,694,756.17 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0202/BRIDGE 'C' IMY-0040-6(346)325 | ||||||||
0041 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 178.000 | 178.000 | 178.000 | $12.00 | $0.00 | $2,136.00 | |
0042 | CLSM BACKFILL | 501(G) 6309 | CY | 157.000 | 159.770 | 159.770 | $93.00 | $0.00 | $14,858.61 | |
0043 | APPROACH SLAB | 504(A) 1304 | SY | 287.800 | 287.800 | 287.800 | $115.00 | $0.00 | $33,097.00 | |
0044 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 91.700 | 91.700 | 91.700 | $268.00 | $0.00 | $24,575.60 | |
0045 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 872.400 | 872.400 | 872.400 | $81.00 | $0.00 | $70,664.40 | |
0046 | STRUCTURAL STEEL | 506(A) 1322 | LB | 17,900.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0047 | CLASS AA CONCRETE | 509(A) 1326 | CY | 317.600 | 317.600 | 317.600 | $563.00 | $0.00 | $178,808.80 | |
0048 | CLASS A CONCRETE | 509(B) 1328 | CY | 5.800 | 5.800 | 5.800 | $1,150.00 | $0.00 | $6,670.00 | |
0049 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 125,200.000 | 125,200.000 | 125,200.000 | $0.81 | $0.00 | $101,412.00 | |
0050 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $365,000.00 | $0.00 | $0.00 | |
0051 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0052 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,033.600 | 1,033.600 | 1,033.600 | $3.00 | $0.00 | $3,100.80 | |
0053 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 88.000 | 26.700 | 26.700 | $31.95 | $0.00 | $853.07 | |
0054 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 8.800 | 0.500 | 0.500 | $53.25 | $0.00 | $26.63 | |
0055 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 43.000 | 41.180 | 41.180 | $1,278.00 | $0.00 | $52,628.04 | |
0056 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 284.600 | 284.600 | 284.600 | $3.20 | $0.00 | $910.72 | |
0057 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.900 | 2.900 | 2.900 | $90.53 | $0.00 | $262.54 | |
0058 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 5.000 | $3,804.00 | $0.00 | $19,020.00 | |
0059 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $3,804.00 | $0.00 | $76,080.00 | |
0060 | (PL)SILICONE CONSTRUCTION JOINT | 535 6386 | LF | 933.000 | 0.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
0061 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 600.000 | 619.850 | 619.850 | $31.00 | $0.00 | $19,215.35 | |
0062 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 150.000 | 155.540 | 155.540 | $32.00 | $0.00 | $4,977.28 | |
0063 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 128.000 | 128.000 | 128.000 | $20.00 | $0.00 | $2,560.00 | |
0064 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 30.000 | 30.000 | 30.000 | $20.00 | $0.00 | $600.00 | |
0065 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
8000 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 395,524.670 | 395,524.670 | $1.39 | $0.00 | $550,689.00 | |
Subtotals For Category 0202/BRIDGE 'C' IMY-0040-6(346)325 | $0.00 | $1,263,145.84 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0203/BRIDGE 'D' IMY-0040-6(346)325 | ||||||||
0066 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 178.000 | 178.000 | 178.000 | $12.00 | $0.00 | $2,136.00 | |
0067 | CLSM BACKFILL | 501(G) 6309 | CY | 157.000 | 143.400 | 143.400 | $93.00 | $0.00 | $13,336.20 | |
0068 | APPROACH SLAB | 504(A) 1304 | SY | 287.800 | 287.800 | 287.800 | $115.00 | $0.00 | $33,097.00 | |
0069 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 91.700 | 91.700 | 91.700 | $268.00 | $0.00 | $24,575.60 | |
0070 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 872.400 | 872.400 | 872.400 | $81.00 | $0.00 | $70,664.40 | |
0071 | STRUCTURAL STEEL | 506(A) 1322 | LB | 17,220.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0072 | CLASS AA CONCRETE | 509(A) 1326 | CY | 317.600 | 317.600 | 317.600 | $563.00 | $0.00 | $178,808.80 | |
0073 | CLASS A CONCRETE | 509(B) 1328 | CY | 3.200 | 3.200 | 3.200 | $1,155.00 | $0.00 | $3,696.00 | |
0074 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 124,880.000 | 124,880.000 | 124,880.000 | $0.80 | $0.00 | $99,904.00 | |
0075 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $365,000.00 | $0.00 | $0.00 | |
0076 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0077 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,033.600 | 1,033.600 | 1,033.600 | $3.20 | $0.00 | $3,307.52 | |
0078 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 56.000 | 29.500 | 29.500 | $31.95 | $0.00 | $942.53 | |
0079 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 5.600 | 0.750 | 0.750 | $53.25 | $0.00 | $39.94 | |
0080 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 33.000 | 34.600 | 34.600 | $1,278.00 | $0.00 | $44,218.80 | |
0081 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 284.600 | 284.600 | 284.600 | $3.20 | $0.00 | $910.72 | |
0082 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 2.900 | 2.900 | 2.900 | $90.53 | $0.00 | $262.54 | |
0083 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 5.000 | $3,804.00 | $0.00 | $19,020.00 | |
0084 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $3,804.00 | $0.00 | $76,080.00 | |
0085 | (PL)SILICONE CONSTRUCTION JOINT | 535 6386 | LF | 933.000 | 0.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
0086 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 600.000 | 529.730 | 529.730 | $31.00 | $0.00 | $16,421.63 | |
0087 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 150.000 | 123.770 | 123.770 | $32.00 | $0.00 | $3,960.64 | |
0088 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 128.000 | 128.000 | 128.000 | $21.00 | $0.00 | $2,688.00 | |
0089 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 30.000 | 30.000 | 30.000 | $21.00 | $0.00 | $630.00 | |
0090 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
8001 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 395,524.670 | 395,524.670 | $1.39 | $0.00 | $550,689.00 | |
8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $87,454.49 | $0.00 | $87,454.49 | |
Subtotals For Category 0203/BRIDGE 'D' IMY-0040-6(346)325 | $0.00 | $1,332,843.81 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0300/TRAFFIC CONTROL IMY-0040-6(346)325 | ||||||||
0091 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 34,100.000 | 35,460.000 | 35,460.000 | $0.84 | $0.00 | $29,786.40 | |
0092 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 34,100.000 | 35,460.000 | 35,460.000 | $23.00 | $0.00 | $815,580.00 | |
0093 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 145,500.000 | 244,915.000 | 244,915.000 | $0.09 | $0.00 | $22,042.35 | |
0094 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 60,000.000 | 2,198.000 | 2,198.000 | $0.21 | $0.00 | $461.58 | |
0095 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 91,000.000 | 142,780.000 | 142,780.000 | $0.11 | $0.00 | $15,705.80 | |
0096 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 2,190.000 | 0.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0097 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 166,805.000 | 105,404.000 | 105,404.000 | $0.05 | $0.00 | $5,270.20 | |
0098 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 730.000 | 1,138.000 | 1,138.000 | $5.33 | $0.00 | $6,065.54 | |
0099 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 25,000.000 | 57,960.000 | 57,960.000 | $0.27 | $0.00 | $15,649.20 | |
0100 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,000.000 | 42,691.000 | 42,691.000 | $1.07 | $0.00 | $45,679.37 | |
0101 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 25,200.000 | 41,626.000 | 41,626.000 | $2.13 | $0.00 | $88,663.38 | |
0102 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 14,500.000 | 23,120.000 | 23,120.000 | $0.27 | $0.00 | $6,242.40 | |
0103 | WING BARRICADES | 880(C) 8848 | SD | 1,460.000 | 1,220.000 | 1,220.000 | $1.07 | $0.00 | $1,305.40 | |
0104 | VERTICAL PANELS | 880(D) 8854 | SD | 270,000.000 | 16,577.000 | 16,577.000 | $0.01 | $0.00 | $165.77 | |
0105 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 35,570.000 | 49,989.000 | 49,989.000 | $0.11 | $0.00 | $5,498.79 | |
0106 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 384,200.000 | 72,215.000 | 72,215.000 | $0.01 | $0.00 | $722.15 | |
0107 | DRUMS | 880(F) 8878 | SD | 114,200.000 | 114,937.000 | 114,937.000 | $0.01 | $0.00 | $1,149.37 | |
0108 | CHANNELIZER CONES | 880(G) 8890 | SD | 28,000.000 | 126,041.000 | 126,041.000 | $0.11 | $0.00 | $13,864.51 | |
0109 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 133.000 | 133.000 | $55.32 | $0.00 | $7,357.56 | |
0110 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,460.000 | 1,595.000 | 1,595.000 | $10.65 | $0.00 | $16,986.75 | |
Subtotals For Category 0300/TRAFFIC CONTROL IMY-0040-6(346)325 | $0.00 | $1,098,196.52 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0301/SIGNING & STRIPING IMY-0040-6(346)325 | ||||||||
0111 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.000 | 5.850 | 5.850 | $213.00 | $0.00 | $1,246.05 | |
0112 | REINFORCING STEEL | 804(B) 2916 | LB | 960.000 | 1,040.000 | 1,040.000 | $1.07 | $0.00 | $1,112.80 | |
0113 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 102.000 | 100.000 | 100.000 | $14.91 | $0.00 | $1,491.00 | |
0114 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 117,216.000 | 138,663.000 | 138,663.000 | $0.43 | $0.00 | $59,625.09 | |
0115 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 36,336.000 | 35,160.000 | 35,160.000 | $0.64 | $0.00 | $22,502.40 | |
0116 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 1,768.000 | 2,111.000 | 2,111.000 | $1.07 | $0.00 | $2,258.77 | |
0117 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 20.000 | 26.000 | 26.000 | $106.50 | $0.00 | $2,769.00 | |
0118 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 2.000 | 2.000 | 2.000 | $532.50 | $0.00 | $1,065.00 | |
Subtotals For Category 0301/SIGNING & STRIPING IMY-0040-6(346)325 | $0.00 | $92,070.11 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0304/CABLE BARRIER IMY-0040-6(346)325 | ||||||||
0119 | CLASS AA CONCRETE | 509(A) 0319 | CY | 260.000 | 274.770 | 274.770 | $239.63 | $0.00 | $65,843.14 | |
0120 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 14.000 | 18.000 | 18.000 | $2,130.00 | $0.00 | $38,340.00 | |
0121 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 23,548.000 | 22,883.000 | 22,883.000 | $8.95 | $0.00 | $204,802.85 | |
0122 | CABLE BARRIER TENSION METER | 628 5175 | EA | 2.000 | 2.000 | 2.000 | $5,857.50 | $0.00 | $11,715.00 | |
Subtotals For Category 0304/CABLE BARRIER IMY-0040-6(346)325 | $0.00 | $320,700.99 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0600/STAKING IMY-0040-6(346)325 | ||||||||
0123 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $52,146.00 | $0.00 | $52,146.00 | |
Subtotals For Category 0600/STAKING IMY-0040-6(346)325 | $0.00 | $52,146.00 | ||||||||
Fed/State Project Number: IMY-0040-6(346)325 | Project: 20910(04) | Category: 0640/CONSTRUCTION IMY-0040-6(346)325 | ||||||||
0124 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
0125 | FIELD OFFICE | 640 1426 | EA | 1.000 | 0.000 | 0.000 | $8,745.00 | $0.00 | $0.00 | |
0126 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $450,000.00 | $0.00 | $450,000.00 | |
0127 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $79,000.00 | $0.00 | $79,000.00 | |
Subtotals For Category 0640/CONSTRUCTION IMY-0040-6(346)325 | $0.00 | $530,000.00 | ||||||||
Subtotals For Project IMY-0040-6(346)325 /20910(04) | $15,000.00 | $13,383,859.44 |
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(367)325 | Project: 20910(07) | Category: 0100/ROADWAY IMY-0040-6(367)325 | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
0003 | TEMPORARY BALE BARRIER | 222 2801 | LF | 260.000 | 0.000 | 0.000 | $13.30 | $0.00 | $0.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,720.000 | 0.000 | 0.000 | $2.01 | $0.00 | $0.00 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 4.000 | 0.000 | 0.000 | $197.03 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 260.000 | 0.000 | 0.000 | $8.51 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,688.000 | 4,068.660 | 4,068.660 | $1.20 | $0.00 | $4,882.39 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 1.190 | 0.000 | 0.000 | $314.18 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.190 | 0.000 | 0.000 | $314.18 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 27.500 | 0.000 | 0.000 | $52.19 | $0.00 | $0.00 | |
0011 | AGGREGATE BASE | 303 0192 | CY | 2,250.600 | 2,249.670 | 2,249.670 | $23.00 | $0.00 | $51,742.41 | |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 9,114.100 | 9,114.010 | 9,114.010 | $6.00 | $0.00 | $54,684.06 | |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 11,068.000 | 11,067.010 | 11,067.010 | $0.90 | $0.00 | $9,960.31 | |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 597.600 | 0.000 | 0.000 | $29.00 | $0.00 | $0.00 | |
0015 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 11,068.000 | 11,067.010 | 11,067.010 | $0.75 | $0.00 | $8,300.25 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 1,655.900 | 1,788.880 | 1,788.880 | $14.00 | $0.00 | $25,044.32 | |
0017 | PRIME COAT | 408 5774 | GAL | 4,031.000 | 0.000 | 0.000 | $1.85 | $0.00 | $0.00 | |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 503.400 | 486.630 | 486.630 | $75.00 | $0.00 | $36,497.25 | |
0019 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 3,906.000 | 3,906.000 | 3,906.000 | $0.28 | $0.00 | $1,093.68 | |
0020 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 2,603.900 | 2,604.000 | 2,604.000 | $6.00 | $0.00 | $15,624.00 | |
0021 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 5,642.000 | 5,642.000 | 5,642.000 | $8.00 | $0.00 | $45,136.00 | |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 2,438.400 | 2,447.750 | 2,447.750 | $66.00 | $0.00 | $161,551.50 | |
0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 35.000 | 28.010 | 28.010 | $275.00 | $0.00 | $7,702.75 | |
0024 | REINFORCING STEEL | 511(A) 0332 | LB | 4,260.000 | 226.000 | 226.000 | $0.93 | $0.00 | $210.18 | |
0025 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 5,480.000 | 5,341.330 | 5,341.330 | $4.17 | $0.00 | $22,273.34 | |
0026 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,122.000 | 3,115.780 | 3,115.780 | $1.00 | $0.00 | $3,115.78 | |
0027 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 965.000 | 965.000 | 965.000 | $1.19 | $0.00 | $1,148.35 | |
0028 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 120.000 | 0.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0029 | REMOVAL OF EXISTING SLAB | 619(B) 6189 | SY | 62.000 | 62.000 | 62.000 | $8.00 | $0.00 | $496.00 | |
0030 | SAWING PAVEMENT | 619(C) 0924 | LF | 252.000 | 125.000 | 125.000 | $2.50 | $0.00 | $312.50 | |
0031 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 2,250.000 | 2,250.000 | 2,250.000 | $15.18 | $0.00 | $34,155.00 | |
0032 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 8.000 | $1,384.50 | $0.00 | $11,076.00 | |
0033 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 2.000 | 2.000 | 2.000 | $532.50 | $0.00 | $1,065.00 | |
0034 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 6.000 | 6.000 | 6.000 | $2,130.00 | $0.00 | $12,780.00 | |
8009 | (SP)PORTLAND CEMENT | 327(C) 4220 | TON | 0.000 | 77.810 | 77.810 | $115.48 | $0.00 | $8,985.92 | |
Subtotals For Category 0100/ROADWAY IMY-0040-6(367)325 | $0.00 | $569,836.99 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0201/BRIDGE 'A' IMY-0040-6(367)325 | ||||||||
0035 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 343.000 | 343.000 | 343.000 | $15.00 | $0.00 | $5,145.00 | |
0036 | GRANULAR BACKFILL | 501(F) 6352 | CY | 2.200 | 2.200 | 2.200 | $77.00 | $0.00 | $169.40 | |
0037 | CLSM BACKFILL | 501(G) 6309 | CY | 277.000 | 277.000 | 277.000 | $91.00 | $0.00 | $25,207.00 | |
0038 | APPROACH SLAB | 504(A) 1304 | SY | 547.000 | 547.000 | 547.000 | $119.00 | $0.00 | $65,093.00 | |
0039 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 130.600 | 130.600 | 130.600 | $270.00 | $0.00 | $35,262.00 | |
0040 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 846.400 | 846.400 | 846.400 | $72.00 | $0.00 | $60,940.80 | |
0041 | STRUCTURAL STEEL | 506(A) 1322 | LB | 56,000.000 | 0.000 | 0.000 | $2.25 | $0.00 | $0.00 | |
0042 | CLASS AA CONCRETE | 509(A) 1326 | CY | 312.600 | 312.600 | 312.600 | $430.00 | $0.00 | $134,418.00 | |
0043 | CLASS A CONCRETE | 509(B) 1328 | CY | 119.700 | 119.700 | 119.700 | $472.00 | $0.00 | $56,498.40 | |
0044 | SLOPE WALL (5") | 510(C) 6138 | SY | 176.000 | 176.000 | 176.000 | $81.00 | $0.00 | $14,256.00 | |
0045 | REINFORCING STEEL | 511(A) 1332 | LB | 6,520.000 | 6,520.000 | 6,520.000 | $0.84 | $0.00 | $5,476.80 | |
0046 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 138,820.000 | 138,820.000 | 138,820.000 | $0.83 | $0.00 | $115,220.60 | |
0047 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $336,000.00 | $0.00 | $0.00 | |
0048 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0049 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 246.000 | 0.000 | 0.000 | $31.50 | $0.00 | $0.00 | |
0050 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 246.000 | 0.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0051 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,097.100 | 1,097.100 | 1,097.100 | $3.00 | $0.00 | $3,291.30 | |
0052 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 57.000 | 57.000 | 57.000 | $731.00 | $0.00 | $41,667.00 | |
0053 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 35.000 | 0.000 | 0.000 | $31.95 | $0.00 | $0.00 | |
0054 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 3.500 | 0.000 | 0.000 | $53.25 | $0.00 | $0.00 | |
0055 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 12.000 | 15.310 | 15.310 | $958.50 | $0.00 | $14,674.64 | |
0056 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 403.900 | 403.900 | 403.900 | $3.20 | $0.00 | $1,292.48 | |
0057 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 4.100 | 4.100 | 4.100 | $90.53 | $0.00 | $371.17 | |
0058 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 5.000 | $2,754.38 | $0.00 | $13,771.90 | |
0059 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $2,553.00 | $0.00 | $51,060.00 | |
0060 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 144.000 | 144.000 | 144.000 | $21.00 | $0.00 | $3,024.00 | |
0061 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 60.000 | $21.00 | $0.00 | $1,260.00 | |
0062 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
8002 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 291,390.000 | 291,390.000 | $1.50 | $0.00 | $437,085.00 | |
8004 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 0.000 | 142.000 | 142.000 | $542.50 | $0.00 | $77,035.00 | |
8005 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 0.000 | 67.500 | 67.500 | $556.17 | $0.00 | $37,541.48 | |
Subtotals For Category 0201/BRIDGE 'A' IMY-0040-6(367)325 | $0.00 | $1,274,760.97 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0202/BRIDGE 'B' IMY-0040-6(367)325 | ||||||||
0063 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 343.000 | 343.000 | 343.000 | $15.00 | $0.00 | $5,145.00 | |
0064 | CLSM BACKFILL | 501(G) 6309 | CY | 277.000 | 277.000 | 277.000 | $101.00 | $0.00 | $27,977.00 | |
0065 | APPROACH SLAB | 504(A) 1304 | SY | 547.000 | 547.000 | 547.000 | $119.00 | $0.00 | $65,093.00 | |
0066 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 130.600 | 130.600 | 130.600 | $281.00 | $0.00 | $36,698.60 | |
0067 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 846.400 | 846.400 | 846.400 | $67.22 | $0.00 | $56,895.00 | |
0068 | STRUCTURAL STEEL | 506(A) 1322 | LB | 56,000.000 | 0.000 | 0.000 | $2.25 | $0.00 | $0.00 | |
0069 | CLASS AA CONCRETE | 509(A) 1326 | CY | 312.600 | 312.600 | 312.600 | $430.00 | $0.00 | $134,418.00 | |
0070 | CLASS A CONCRETE | 509(B) 1328 | CY | 78.000 | 78.000 | 78.000 | $472.00 | $0.00 | $36,816.00 | |
0071 | SLOPE WALL (5") | 510(C) 6138 | SY | 176.000 | 176.000 | 176.000 | $81.00 | $0.00 | $14,256.00 | |
0072 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 138,820.000 | 138,820.000 | 138,820.000 | $0.93 | $0.00 | $129,102.60 | |
0073 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 0.000 | 0.000 | $336,000.00 | $0.00 | $0.00 | |
0074 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0075 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 245.500 | 0.000 | 0.000 | $31.50 | $0.00 | $0.00 | |
0076 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 245.500 | 0.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0077 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,093.100 | 1,093.100 | 1,093.100 | $3.00 | $0.00 | $3,279.30 | |
0078 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 57.000 | 57.000 | 57.000 | $760.00 | $0.00 | $43,320.00 | |
0079 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 41.000 | 0.000 | 0.000 | $31.95 | $0.00 | $0.00 | |
0080 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 4.100 | 0.000 | 0.000 | $53.25 | $0.00 | $0.00 | |
0081 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 7.000 | 8.960 | 8.960 | $958.50 | $0.00 | $8,588.16 | |
0082 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 403.900 | 403.900 | 403.900 | $3.20 | $0.00 | $1,292.48 | |
0083 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 4.100 | 4.100 | 4.100 | $90.53 | $0.00 | $371.17 | |
0084 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 5.000 | 5.000 | 5.000 | $2,754.00 | $0.00 | $13,770.00 | |
0085 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 20.000 | 20.000 | 20.000 | $2,544.00 | $0.00 | $50,880.00 | |
0086 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 144.000 | 144.000 | 144.000 | $21.00 | $0.00 | $3,024.00 | |
0087 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 60.000 | $21.00 | $0.00 | $1,260.00 | |
0088 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
8003 | STRUCTURAL STEEL | 506(A) 1322 | LB | 0.000 | 291,390.000 | 291,390.000 | $1.50 | $0.00 | $437,085.00 | |
8006 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 0.000 | 139.000 | 139.000 | $542.50 | $0.00 | $75,407.50 | |
8007 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 0.000 | 66.000 | 66.000 | $556.17 | $0.00 | $36,707.22 | |
Subtotals For Category 0202/BRIDGE 'B' IMY-0040-6(367)325 | $0.00 | $1,256,386.03 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0300/TRAFFIC IMY-0040-6(367)325 | ||||||||
0089 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 6,360.000 | 0.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0090 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 500.000 | 0.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0091 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,000.000 | 32,392.000 | 32,392.000 | $0.53 | $0.00 | $17,167.76 | |
0092 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 120.000 | 0.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0093 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 0.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0094 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 7,200.000 | 13,650.000 | 13,650.000 | $0.27 | $0.00 | $3,685.50 | |
0095 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 720.000 | 4,941.000 | 4,941.000 | $1.07 | $0.00 | $5,286.87 | |
0096 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,160.000 | 11,337.000 | 11,337.000 | $2.13 | $0.00 | $24,147.81 | |
0097 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 720.000 | 399.000 | 399.000 | $0.27 | $0.00 | $107.73 | |
0098 | WING BARRICADES | 880(C) 8848 | SD | 480.000 | 1,581.000 | 1,581.000 | $1.07 | $0.00 | $1,691.67 | |
0099 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,600.000 | 7,989.000 | 7,989.000 | $0.11 | $0.00 | $878.79 | |
0100 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 2,610.000 | 0.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0101 | DRUMS | 880(F) 8878 | SD | 2,610.000 | 0.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0102 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 2,520.000 | 7,778.000 | 7,778.000 | $0.27 | $0.00 | $2,100.06 | |
0103 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 180.000 | 133.000 | 133.000 | $10.65 | $0.00 | $1,416.45 | |
Subtotals For Category 0300/TRAFFIC IMY-0040-6(367)325 | $0.00 | $56,482.64 | ||||||||
Fed/State Project Number: IMY-0040-6(367)325 | Project: 20910(07) | Category: 0301/SIGNING & STRIPING IMY-0040-6(367)325 | ||||||||
0104 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 10.000 | 4.000 | 4.000 | $14.91 | $0.00 | $59.64 | |
0105 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 5,600.000 | 32,572.000 | 32,572.000 | $0.43 | $0.00 | $14,005.96 | |
0106 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 1,536.000 | 1,536.000 | 1,536.000 | $0.64 | $0.00 | $983.04 | |
0107 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 154.000 | 4,041.000 | 4,041.000 | $1.07 | $0.00 | $4,323.87 | |
0108 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 4.000 | 4.000 | 4.000 | $106.50 | $0.00 | $426.00 | |
0109 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 2.000 | 2.000 | 2.000 | $532.50 | $0.00 | $1,065.00 | |
Subtotals For Category 0301/SIGNING & STRIPING IMY-0040-6(367)325 | $0.00 | $20,863.51 | ||||||||
Subtotals For Project IMY-0040-6(367)325 /20910(07) | $0.00 | $3,178,330.14 |