| Contract ID: | 090279 | Estimate Number: | 0030 , Final | Spec Year: | 1999 | |||
| Primary JP: | 09247(14) | Residency: | ARDMORE (07200) | Contract No: | 411139 | |||
| Date Created: | 09/04/2013 | Contractor FEI: | 731204879 | Account No: | 400700 |
| Project Number(s): | STP-STIM(038), STP-STIM(040) | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US 70: BEGIN AT JEFFERSON COUNTY LINE, EXTEND EAST. OVER RED OAK CREEK 1.8 MILES EAST OF JEFFERSON COUNTY LINE. PROJECT LENGTH = 3.367 MILES. | ||||||||
| Primary County: | CARTER | ||||||||
| Name of Road: | US-70 | ||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | Time Charged: | 1207.00 | ||||||
| 2401 S. BROADWAY | Time Allowed: | 1200.00 | |||||||
| MOORE , OK 73160 | Percent Time: | 100.58 % | |||||||
| Paid To Date: | $7,367,116.97 | Payable This Statement: | $-5,218.06 |
| 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. |
| SILVER STAR CONSTRUCTION COMPANY, INC. |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 090279 | Estimate Number: | 0030 | Contract No: | 411139 | |||
| Residency: | ARDMORE (07200) | Estimate Type: | Final | Account No: | 400700 | |||
| Project Number(s): | STP-STIM(038), STP-STIM(040) | ||||||||||||
| Primary Job Piece No: | 09247(14) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US 70: BEGIN AT JEFFERSON COUNTY LINE, EXTEND EAST. OVER RED OAK CREEK 1.8 MILES EAST OF JEFFERSON COUNTY LINE. PROJECT LENGTH = 3.367 MILES. | ||||||||||||
| Primary County: | CARTER | ||||||||||||
| Name of Road: | US-70 | ||||||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
| 2401 S. BROADWAY | |||||||||||||
| MOORE , OK 73160 | |||||||||||||
| Surety Company: | AMERICAN STATES INSURANCE CO. | ||||||||||||
| Date Let: | 03/19/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 08/16/2012 TO 09/25/2012 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 240 |
| Date Contract Executed: | 04/15/2009 | Date Time Stopped: | 08/15/2012 | Current Time Charged: | 1207.00 |
| Date NTP Issued: | 04/16/2009 | Completion Date: | 08/15/2012 | Current Time Allowed: | 1200.00 |
| General Liability Expires: | 05/19/2014 | Workman's Comp Expires: | 05/19/2014 | Percent Time Used: | 100.58 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $7,314,631.12 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $7,352,000.00 | Participating: | $7,314,631.16 | $7,319,849.22 | $-5,218.06 | ||
| Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $-52,485.85 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $-15,116.97 | Total Earnings: | $7,314,631.16 | $7,319,849.22 | $-5,218.06 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $7,314,631.16 | $7,319,849.22 | $-5,218.06 | ||||
| Other Adjustments: | $66,485.81 | $66,485.81 | $0.00 | ||||
| Liq Dam/Disincentive: | $-14,000.00 | $-14,000.00 | $0.00 | ||||
| TOTAL: | $7,367,116.97 | $7,372,335.03 | $-5,218.06 | ||||
| Contract ID: | 090279 | Estimate Number: | 0030 | Primary JP: | 09247(14) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Revised SP 108-STIM01 | Approved | 05/05/2009 | 0.0 | $0.00 |
| 002 | Revised Profile Grades | Approved | 12/06/2010 | 18.0 | $0.00 |
| 003 | Time Suspension | Approved | 04/01/2010 | 3.0 | $0.00 |
| 004 | Add new items, Smoothness (38)&(40) also item for Splices | Approved | 08/07/2012 | 0.0 | $51,893.04 |
| 005 | Final Contract Item Quantities | Approved | 08/23/2013 | 0.0 | $-89,261.92 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 09247(14) | 0033 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0010 | $-7,140.21 |
| 09247(14) | 0033 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0008 | $7,140.21 |
| 09247(14) | 0034 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0008 | $2,981.53 |
| 09247(14) | 0034 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0011 | $-2,981.53 |
| 09247(14) | 0040 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0008 | $20,182.05 |
| 09247(14) | 0040 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0008 | $-20,182.05 |
| 09247(14) | 0041 | PILES, FURNISHED (HP10X42) | Stockpiled Material Initial Payment | 0001 | $12,422.50 |
| 09247(14) | 0041 | PILES, FURNISHED (HP10X42) | Stockpiled Material Adjustment | 0008 | $-12,422.50 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0018 | --5.0 | $2,000.00 | $-10,000.00 |
| System Application of Liquidated Damages | 0019 | --15 | $2,000.00 | $-30,000.00 |
| System Application of Liquidated Damages | 0020 | --5.0 | $2,000.00 | $-10,000.00 |
| System Application of Liquidated Damages | 0026 | -18.0 | $2,000.00 | $36,000.00 | Subtotals For Liquidated Damages | $-14,000.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $170.22 |
| 09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0014 | 0.00 | $0.00 | $-3,773.22 |
| 09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-838.94 |
| 09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $3,773.22 |
| 09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-1,025.37 |
| 09247(14) | 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $838.94 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $191.10 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $245.00 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $15.40 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $269.96 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $47.56 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0015 | 0.00 | $0.00 | $20.69 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $62.71 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $129.31 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-20.69 |
| 09247(14) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-20.69 |
| 09247(14) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $2,798.26 |
| 09247(14) | 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $215.85 |
| 09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $1,439.48 |
| 09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-116.70 |
| 09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-52.38 |
| 09247(14) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $116.70 |
| 09247(14) | 0034 | CONCRETE RAIL (TR4) | * Material Discrepancy Adjustments | 0011 | 0.00 | $0.00 | $-4,641.86 |
| 09247(14) | 0034 | CONCRETE RAIL (TR4) | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $4,641.86 |
| 09247(14) | 0036 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0011 | 0.00 | $0.00 | $-3,360.47 |
| 09247(14) | 0036 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $3,360.47 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $918.42 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0014 | 0.00 | $0.00 | $-19,369.24 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $1,246.58 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $810.38 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0015 | 0.00 | $0.00 | $1,420.75 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-4,306.58 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $19,369.24 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $4,306.58 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-6,779.17 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-1,420.75 |
| 09247(15) | 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $1.12 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $123.31 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $2,039.17 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $1,161.15 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $440.52 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $2,275.38 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $883.16 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $1,792.05 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $2,127.56 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0015 | 0.00 | $0.00 | $1,199.05 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $1,246.47 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $1,784.00 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $2,057.84 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-1,191.85 |
| 09247(15) | 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0023 | 0.00 | $0.00 | $-1,199.05 |
| 09247(15) | 0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $17,380.65 |
| 09247(15) | 0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $10,597.05 |
| 09247(15) | 0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $715.35 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $230.63 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $19,890.10 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-1,103.90 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $2,068.89 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $1,283.79 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $-1,099.01 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0023 | 0.00 | $0.00 | $1,103.90 |
| 09247(15) | 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $-4.14 | Subtotals For Line Item Adjustments | $66,485.81 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| No milestones exist for this contract. | |||||||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 090279 | Estimate Number: | 0030 | Primary JP: | 09247(14) | |||
| 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: STP-STIM(038) | Project: 09247(14) | Category: 0100/ROADWAY STP-STIM(038) | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,200.00 | $0.00 | $15,200.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 11,765.000 | 10,930.130 | 10,930.130 | $2.40 | $0.00 | $26,232.31 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 22,161.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $19,775.00 | $0.00 | $19,775.00 | |
| 0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 84.000 | 42.000 | 42.000 | $8.30 | $0.00 | $348.60 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 13,109.000 | 13,109.000 | 13,109.000 | $1.45 | $0.00 | $19,008.06 | |
| 0007 | MULCH SODDING | 230(B) 2807 | SY | 20,492.000 | 0.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
| 0008 | SEEDING METHOD B | 232(B) 2814 | AC | 7.000 | 0.000 | 0.000 | $415.00 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 7.000 | 0.960 | 0.960 | $415.00 | $0.00 | $398.40 | |
| 0010 | MOWING | 241 2832 | AC | 14.000 | 8.070 | 8.070 | $57.00 | $0.00 | $459.99 | |
| 0011 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 7,533.000 | 6,430.000 | 6,430.000 | $3.50 | $0.00 | $22,505.00 | |
| 0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 9.000 | 0.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
| 0013 | TACK COAT | 407 0250 | GAL | 1,043.000 | 702.500 | 702.500 | $3.00 | $0.00 | $2,107.50 | |
| 0014 | PRIME COAT | 408 5774 | GAL | 1,164.000 | 603.950 | 603.950 | $3.00 | $0.00 | $1,811.85 | |
| 0015 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 672.000 | 618.760 | 618.760 | $65.50 | $0.00 | $40,528.78 | |
| 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 3,567.000 | 2,792.500 | 2,792.500 | $53.80 | $0.00 | $150,236.51 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 448.000 | 568.010 | 568.010 | $71.70 | $0.00 | $40,726.32 | |
| 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 466.000 | 268.840 | 268.840 | $72.35 | $0.00 | $19,450.57 | |
| 0019 | CLASS C CONCRETE | 509(D) 0325 | CY | 198.000 | 353.750 | 353.750 | $228.00 | $0.00 | $80,655.00 | |
| 0020 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 1.000 | 1.000 | 1.000 | $940.00 | $0.00 | $940.00 | |
| 0021 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 1.000 | 1.000 | 1.000 | $1,420.00 | $0.00 | $1,420.00 | |
| 0022 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 102.000 | 53.000 | 53.000 | $37.30 | $0.00 | $1,976.90 | |
| 0023 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,192.000 | 4,666.670 | 4,666.670 | $1.60 | $0.00 | $7,466.67 | |
| 0024 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 651.000 | 652.000 | 652.000 | $3.10 | $0.00 | $2,021.20 | |
| 0025 | SAWING PAVEMENT | 619(C) 0924 | LF | 80.000 | 0.000 | 0.000 | $4.15 | $0.00 | $0.00 | |
| 0026 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 700.000 | 700.000 | 700.000 | $16.10 | $0.00 | $11,270.00 | |
| 0027 | BEAM GUARD RAIL-THRIE-BEAM TRANSITION SECTION | 623(E) 7113 | EA | 4.000 | 4.000 | 4.000 | $1,505.00 | $0.00 | $6,020.00 | |
| 0028 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,180.00 | $0.00 | $8,720.00 | |
| 0029 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,394.000 | 1,500.000 | 1,500.000 | $3.20 | $0.00 | $4,800.00 | |
| 8001 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $4,029.87 | $0.00 | $4,029.87 | |
| Subtotals For Category 0100/ROADWAY STP-STIM(038) | $0.00 | $488,108.53 | ||||||||
| Fed/State Project Number: STP-STIM(038) | Project: 09247(14) | Category: 0200/BRIDGE 'B' STP-STIM(038) | ||||||||
| 0030 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $23.25 | $0.00 | $2,092.50 | |
| 0031 | CLSM BACKFILL | 501(G) 6309 | CY | 136.000 | 136.000 | 136.000 | $151.00 | $0.00 | $20,536.00 | |
| 0032 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 657.000 | 657.000 | 657.000 | $203.00 | $0.00 | $133,371.00 | |
| 0033 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $145.50 | $0.00 | $32,708.40 | |
| 0034 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 427.000 | 427.000 | 427.000 | $67.50 | $0.00 | $28,822.50 | |
| 0035 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $4.15 | $0.00 | $4,357.50 | |
| 0036 | CLASS AA CONCRETE | 509(A) 1326 | CY | 228.700 | 228.700 | 228.700 | $529.00 | $0.00 | $120,982.30 | |
| 0037 | CLASS A CONCRETE | 509(B) 1328 | CY | 114.200 | 114.200 | 114.200 | $519.00 | $0.00 | $59,269.80 | |
| 0038 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 11.920 | 11.920 | $374.00 | $0.00 | $4,458.08 | |
| 0039 | REINFORCING STEEL | 511(A) 1332 | LB | 560.000 | 560.000 | 560.000 | $1.70 | $0.00 | $952.00 | |
| 0040 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 71,290.000 | 71,290.000 | 71,290.000 | $1.15 | $0.00 | $81,983.50 | |
| 0041 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 623.000 | 623.000 | 623.000 | $42.45 | $0.00 | $26,446.35 | |
| 0042 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 623.000 | 619.750 | 619.750 | $12.45 | $0.00 | $7,715.89 | |
| 0043 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $640.00 | $0.00 | $8,960.00 | |
| 0044 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 745.000 | 745.000 | 745.000 | $3.50 | $0.00 | $2,607.50 | |
| 0045 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 234.000 | 238.930 | 238.930 | $650.00 | $0.00 | $155,304.50 | |
| 0046 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 162.000 | 162.000 | $4.90 | $0.00 | $793.80 | |
| 0047 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 2.000 | 2.000 | $228.00 | $0.00 | $456.00 | |
| 0048 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $291.00 | $0.00 | $2,328.00 | |
| 0049 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $970.00 | $0.00 | $15,520.00 | |
| 0050 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $332.00 | $0.00 | $5,312.00 | |
| 0051 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,910.000 | 1,716.740 | 1,716.740 | $41.50 | $0.00 | $71,244.72 | |
| 0052 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 360.000 | 490.970 | 490.970 | $36.30 | $0.00 | $17,822.21 | |
| 0053 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $25.60 | $0.00 | $2,150.40 | |
| 0054 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 50.000 | 50.000 | 50.000 | $25.60 | $0.00 | $1,280.00 | |
| 0055 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $31,135.00 | $0.00 | $31,135.00 | |
| 8000 | SPLICE(10" PILE) | 514 6205 | EA | 0.000 | 9.000 | 0.000 | 9.000 | $175.00 | $0.00 | $1,575.00 |
| 8003 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-551.95 | $0.00 | $-551.95 | |
| Subtotals For Category 0200/BRIDGE 'B' STP-STIM(038) | $0.00 | $839,633.00 | ||||||||
| Fed/State Project Number: STP-STIM(038) | Project: 09247(14) | Category: 0300/TRAFFIC STP-STIM(038) | ||||||||
| 0056 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 6,000.000 | 0.000 | 0.000 | $0.15 | $0.00 | $0.00 | |
| 0057 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,500.000 | 0.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
| 0058 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 840.000 | 1,104.000 | 1,104.000 | $0.10 | $0.00 | $110.40 | |
| 0059 | VERTICAL PANELS | 880(D) 8854 | SD | 6,300.000 | 3,778.000 | 3,778.000 | $0.10 | $0.00 | $377.80 | |
| 0060 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,680.000 | 2,208.000 | 2,208.000 | $0.01 | $0.00 | $22.08 | |
| 0061 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 12,600.000 | 3,778.000 | 3,778.000 | $0.01 | $0.00 | $37.78 | |
| 0062 | DRUMS | 880(F) 8878 | SD | 6,300.000 | 0.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC STP-STIM(038) | $0.00 | $548.06 | ||||||||
| Subtotals For Project STP-STIM(038) /09247(14) | $0.00 | $1,328,289.59 | ||||||||
| 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: STP-STIM(040) | Project: 09247(15) | Category: 0100/ROADWAY STP-STIM(040) | ||||||||
| 0063 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $83,610.00 | $0.00 | $83,610.00 | |
| 0064 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 205,972.000 | 199,573.640 | 199,573.640 | $2.10 | $0.00 | $419,104.64 | |
| 0065 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 3,522.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
| 0066 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $125,625.00 | $0.00 | $125,625.00 | |
| 0067 | TEMPORARY SILT FENCE | 223 2801 | LF | 384.000 | 1,245.000 | 1,245.000 | $6.00 | $0.00 | $7,470.00 | |
| 0068 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 1.000 | 1.000 | 1.000 | $350.00 | $0.00 | $350.00 | |
| 0069 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,484.000 | 742.000 | 742.000 | $9.50 | $0.00 | $7,049.00 | |
| 0070 | SOLID SLAB SODDING | 230(A) 2806 | SY | 120,775.000 | 292,190.250 | 0.000 | 292,190.250 | $1.45 | $0.00 | $423,675.87 |
| 0071 | MULCH SODDING | 230(B) 2807 | SY | 200,906.000 | 0.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
| 0072 | SEEDING METHOD B | 232(B) 2814 | AC | 67.000 | 0.000 | 0.000 | $415.00 | $0.00 | $0.00 | |
| 0073 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 67.000 | 22.940 | 22.940 | $415.00 | $0.00 | $9,520.10 | |
| 0074 | MOWING | 241 2832 | AC | 134.000 | 130.110 | 130.110 | $57.00 | $0.00 | $7,416.27 | |
| 0075 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 81,962.000 | 80,213.610 | 80,213.610 | $3.15 | $0.00 | $252,672.87 | |
| 0076 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 557.000 | 648.230 | 648.230 | $22.00 | $0.00 | $14,261.06 | |
| 0077 | TACK COAT | 407 0250 | GAL | 12,035.000 | 12,272.500 | 12,272.500 | $3.00 | $0.00 | $36,817.50 | |
| 0078 | PRIME COAT | 408 5774 | GAL | 14,041.000 | 5,007.780 | 5,007.780 | $3.00 | $0.00 | $15,023.34 | |
| 0079 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 7,317.000 | 7,229.920 | 7,229.920 | $61.53 | $0.00 | $444,856.98 | |
| 0080 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 39,873.000 | 39,156.590 | 39,156.590 | $51.00 | $0.00 | $1,996,986.09 | |
| 0081 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 4,877.000 | 5,375.640 | 5,375.640 | $67.00 | $0.00 | $360,167.88 | |
| 0082 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,985.000 | 5,079.070 | 0.000 | 5,079.070 | $53.40 | $0.00 | $271,222.34 |
| 0083 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 125.000 | 220.310 | 220.310 | $15.50 | $0.00 | $3,414.82 | |
| 0084 | CLASS A CONCRETE | 509(B) 0321 | CY | 449.000 | 523.020 | 523.020 | $471.00 | $0.00 | $246,342.42 | |
| 0085 | CLASS C CONCRETE | 509(D) 0325 | CY | 395.000 | 889.300 | -2.000 | 889.300 | $228.00 | $-456.00 | $202,760.40 |
| 0086 | REINFORCING STEEL | 511(A) 0332 | LB | 69,385.000 | 76,396.640 | 76,396.640 | $0.67 | $0.00 | $51,185.75 | |
| 0087 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 678.000 | 818.790 | -173.360 | 818.790 | $32.00 | $-5,547.52 | $26,201.28 |
| 0088 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 0.000 | 0.000 | $3,730.00 | $0.00 | $0.00 | |
| 0089 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 57.000 | 0.000 | 0.000 | $47.95 | $0.00 | $0.00 | |
| 0090 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(B) 4497 | LF | 67.000 | 88.000 | 88.000 | $133.15 | $0.00 | $11,717.20 | |
| 0091 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(B) 4499 | LF | 67.000 | 144.000 | 144.000 | $170.45 | $0.00 | $24,544.80 | |
| 0092 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 12.000 | 5.000 | 5.000 | $799.00 | $0.00 | $3,995.00 | |
| 0093 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 8.000 | 7.000 | 7.000 | $965.00 | $0.00 | $6,755.00 | |
| 0094 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,690.00 | $0.00 | $3,380.00 | |
| 0095 | TYPE CC4 CULVERT END TREATMENT | 613(CC) 7193 | EA | 1.000 | 1.000 | 1.000 | $2,790.00 | $0.00 | $2,790.00 | |
| 0096 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 12.000 | 5.000 | 5.000 | $975.00 | $0.00 | $4,875.00 | |
| 0097 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 8.000 | 6.000 | 6.000 | $1,255.00 | $0.00 | $7,530.00 | |
| 0098 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 3.000 | 3.000 | $2,365.00 | $0.00 | $7,095.00 | |
| 0099 | TYPE CC6 CULVERT END TREATMENT | 613(CC) 7203 | EA | 1.000 | 1.000 | 1.000 | $3,928.00 | $0.00 | $3,928.00 | |
| 0100 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 1,239.000 | 786.000 | 786.000 | $32.00 | $0.00 | $25,152.00 | |
| 0101 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 572.000 | 468.940 | 468.940 | $37.30 | $0.00 | $17,491.46 | |
| 0102 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 16.000 | 0.000 | 0.000 | $48.00 | $0.00 | $0.00 | |
| 0103 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(D) 4530 | LF | 72.000 | 91.700 | 91.700 | $53.30 | $0.00 | $4,887.61 | |
| 0104 | 49" X 33" CORR. GALV. STEEL PIPE ARCH | 613(D) 4531 | LF | 68.000 | 70.000 | 70.000 | $63.90 | $0.00 | $4,473.00 | |
| 0105 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $56,865.00 | $0.00 | $56,865.00 | |
| 0106 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 58,812.000 | 74,258.230 | 74,258.230 | $1.40 | $0.00 | $103,961.52 | |
| 0107 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 348.000 | 664.000 | 664.000 | $3.10 | $0.00 | $2,058.40 | |
| 0108 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,064.000 | 1,880.000 | 1,880.000 | $4.15 | $0.00 | $7,802.00 | |
| 0109 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 650.000 | 0.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
| 0110 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 0.000 | 0.000 | $2,200.00 | $0.00 | $0.00 | |
| 0111 | FENCE-STYLE WWF | 624(A) 4281 | LF | 1,600.000 | 1,588.000 | 1,588.000 | $3.80 | $0.00 | $6,034.40 | |
| 0112 | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | 624(B) 4466 | EA | 1.000 | 1.000 | 1.000 | $520.00 | $0.00 | $520.00 | |
| 0113 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 14,412.000 | 13,750.000 | 13,750.000 | $3.70 | $0.00 | $50,875.00 | |
| 0114 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 3.000 | 3.000 | $65.00 | $0.00 | $195.00 | |
| 0115 | MAILBOX | 629(C) 4960 | EA | 8.000 | 6.000 | 6.000 | $27.00 | $0.00 | $162.00 | |
| 0116 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 6.000 | 6.000 | $11.00 | $0.00 | $66.00 | |
| 8002 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $46,840.12 | $0.00 | $46,840.12 | |
| Subtotals For Category 0100/ROADWAY STP-STIM(040) | $-6,003.52 | $5,409,727.12 | ||||||||
| Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0200/BRIDGE 'A' STP-STIM(040) | ||||||||
| 0117 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,215.000 | 1,045.710 | 1,045.710 | $6.20 | $0.00 | $6,483.40 | |
| 0118 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 270.000 | 270.000 | 270.000 | $15.50 | $0.00 | $4,185.00 | |
| 0119 | CLASS AA CONCRETE | 509(A) 1326 | CY | 491.900 | 491.900 | 491.900 | $378.80 | $0.00 | $186,331.72 | |
| 0120 | REINFORCING STEEL | 511(A) 1332 | LB | 75,400.000 | 75,400.000 | 75,400.000 | $0.67 | $0.00 | $50,518.00 | |
| 0121 | TYPE II SPECIAL PLAIN RIPRAP | 601(B) 1357 | TON | 420.000 | 173.360 | 173.360 | $33.00 | $0.00 | $5,720.88 | |
| 0122 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $1,868.00 | $0.00 | $1,868.00 | |
| Subtotals For Category 0200/BRIDGE 'A' STP-STIM(040) | $0.00 | $255,107.00 | ||||||||
| Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0300/TRAFFIC STP-STIM(040) | ||||||||
| 0123 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 65,000.000 | 37,227.000 | 6,042.000 | 37,227.000 | $0.13 | $785.46 | $4,839.51 |
| 0124 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 6,000.000 | 1,230.000 | 1,230.000 | $0.53 | $0.00 | $651.90 | |
| 0125 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,250.000 | 6,397.000 | 6,397.000 | $0.53 | $0.00 | $3,390.41 | |
| 0126 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,150.000 | 3,477.000 | 3,477.000 | $0.53 | $0.00 | $1,842.81 | |
| 0127 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,150.000 | 3,988.000 | 3,988.000 | $3.20 | $0.00 | $12,761.60 | |
| 0128 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,660.000 | 3,819.000 | 3,819.000 | $0.11 | $0.00 | $420.09 | |
| 0129 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 765.000 | 765.000 | $0.27 | $0.00 | $206.55 | |
| 0130 | VERTICAL PANELS | 880(D) 8854 | SD | 68,250.000 | 37,942.000 | 37,942.000 | $0.11 | $0.00 | $4,173.62 | |
| 0131 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,000.000 | 11,818.000 | 11,818.000 | $0.01 | $0.00 | $118.18 | |
| 0132 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 106,050.000 | 53,734.000 | 53,734.000 | $0.01 | $0.00 | $537.34 | |
| 0133 | DRUMS | 880(F) 8878 | SD | 34,700.000 | 21,665.000 | 21,665.000 | $0.11 | $0.00 | $2,383.15 | |
| Subtotals For Category 0300/TRAFFIC STP-STIM(040) | $785.46 | $31,325.16 | ||||||||
| Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0301/TRAFFIC SIGNING STP-STIM(040) | ||||||||
| 0134 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 142.580 | 124.580 | 124.580 | $17.06 | $0.00 | $2,125.33 | |
| 0135 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 274.000 | 313.000 | 313.000 | $12.80 | $0.00 | $4,006.40 | |
| 0136 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 55,530.000 | 60,985.000 | 60,985.000 | $0.52 | $0.00 | $31,712.20 | |
| 0137 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 88.000 | 96.000 | 96.000 | $6.40 | $0.00 | $614.40 | |
| Subtotals For Category 0301/TRAFFIC SIGNING STP-STIM(040) | $0.00 | $38,458.33 | ||||||||
| Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0600/STAKING STP-STIM(040) | ||||||||
| 0138 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $52,560.00 | $0.00 | $52,560.00 | |
| Subtotals For Category 0600/STAKING STP-STIM(040) | $0.00 | $52,560.00 | ||||||||
| Fed/State Project Number: STP-STIM(040) | Project: 09247(15) | Category: 0640/CONSTRUCTION STP-STIM(040) | ||||||||
| 0139 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $7,520.00 | $0.00 | $7,520.00 | |
| 0140 | FIELD OFFICE | 640 1426 | EA | 1.000 | 0.000 | 0.000 | $19,680.00 | $0.00 | $0.00 | |
| 0141 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $165,258.96 | $0.00 | $165,258.96 | |
| 0142 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $26,385.00 | $0.00 | $26,385.00 | |
| Subtotals For Category 0640/CONSTRUCTION STP-STIM(040) | $0.00 | $199,163.96 | ||||||||
| Subtotals For Project STP-STIM(040) /09247(15) | $-5,218.06 | $5,986,341.57 | ||||||||