| Contract ID: | 120049 | Estimate Number: | 0014 , Final | Spec Year: | 2009 | |||
| Primary JP: | 24029(04) | Residency: | TETRA TECH (03002) | Contract No: | 710889 | |||
| Date Created: | 02/05/2015 | Contractor FEI: | 731204879 | Account No: | 400350 |
| Project Number(s): | ACSTP-114A(184)AG, STP-114C(292)AG | ||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE I-35, FRONTAGE ROAD (INTERSTATE DRIVE): I-35 NORTHBOUND RAMPS AT ROBINSON STREET, AND INTERSTATE DRIVE FROM ROBINSON STREET, EXTEND NORTH IN NORMAN. PROJECT LENGTH = 0.907 MILE. | ||||||||
| Primary County: | CLEVELAND | ||||||||
| Name of Road: | I-35 FRONTAGE ROAD | ||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | Time Charged: | N/A | ||||||
| 2401 S. BROADWAY | Time Allowed: | N/A | |||||||
| MOORE , OK 73160 | Percent Time: | N/A | |||||||
| Paid To Date: | $2,740,237.94 | Payable This Statement: | $36,903.35 |
| 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: | 120049 | Estimate Number: | 0014 | Contract No: | 710889 | |||
| Residency: | TETRA TECH (03002) | Estimate Type: | Final | Account No: | 400350 | |||
| Project Number(s): | ACSTP-114A(184)AG, STP-114C(292)AG | ||||||||||||
| Primary Job Piece No: | 24029(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE I-35, FRONTAGE ROAD (INTERSTATE DRIVE): I-35 NORTHBOUND RAMPS AT ROBINSON STREET, AND INTERSTATE DRIVE FROM ROBINSON STREET, EXTEND NORTH IN NORMAN. PROJECT LENGTH = 0.907 MILE. | ||||||||||||
| Primary County: | CLEVELAND | ||||||||||||
| Name of Road: | I-35 FRONTAGE ROAD | ||||||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
| 2401 S. BROADWAY | |||||||||||||
| MOORE , OK 73160 | |||||||||||||
| Surety Company: | OHIO CASUALTY INSURANCE COMPANY | ||||||||||||
| Date Let: | 01/19/2012 | NTP Effective Date: | 07/25/2012 | Pay Period: | 10/08/2014 TO 12/08/2014 |
| Date Awarded: | 02/06/2012 | Date Work Began: | 04/02/2012 | Original Contract Time: | N/A |
| Date Contract Executed: | 02/23/2012 | Date Time Stopped: | 09/06/2013 | Current Time Charged: | N/A |
| Date NTP Issued: | 02/29/2012 | Completion Date: | 09/06/2013 | Current Time Allowed: | N/A |
| General Liability Expires: | 05/19/2015 | Workman's Comp Expires: | 05/19/2015 | Percent Time Used: | N/A |
| Specification Year: | 2009 | FIXED COMPLETION DATE: | 09/06/2013 | ||
| Bid Amount: | $2,730,900.00 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $2,890,379.05 | Participating: | $2,735,923.15 | $2,701,671.40 | $34,251.75 | ||
| Percent Complete: | 94.81 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $150,141.11 | Total Earnings: | $2,735,923.15 | $2,701,671.40 | $34,251.75 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,735,923.15 | $2,701,671.40 | $34,251.75 | ||||
| Other Adjustments: | $4,314.79 | $1,663.19 | $2,651.60 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $2,740,237.94 | $2,703,334.59 | $36,903.35 | ||||
| Contract ID: | 120049 | Estimate Number: | 0014 | Primary JP: | 24029(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Lime to CKD & Fly Ash | Approved | 11/04/2013 | 0.0 | $-3,212.06 |
| 002 | New Items & Overrun Items | Approved | 03/05/2013 | 272.0 | $50,733.76 |
| 003 | Final Inspection overrun items | Approved | 03/05/2013 | 0.0 | $83,575.00 |
| 004 | Sign Brackets mount panel signs to Overhead Sign Structure. | Approved | 11/04/2013 | 0.0 | $15,697.63 |
| 005 | Extention of Contract Time & Plan Quantity Dirt | Approved | 10/09/2013 | 129.0 | $0.00 |
| 006 | Pay Plan Quantity Unclassified Excavation | Approved | 05/27/2014 | 0.0 | $0.00 |
| 007 | Increase Plan Quantity 2" Conduit. New 2" Bored ACSTP | Approved | 10/06/2014 | 0.0 | $9,472.66 |
| 008 | FQCO | Approved | 11/21/2014 | 0.0 | $-151,243.96 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 | |||
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0009 | --14 | $750.00 | $-10,500.00 |
| System Application of Liquidated Damages | 0010 | --16 | $750.00 | $-12,000.00 |
| System Application of Liquidated Damages | 0011 | --15 | $750.00 | $-11,250.00 |
| System Application of Liquidated Damages | 0013 | -45.0 | $750.00 | $33,750.00 | Subtotals For Liquidated Damages | $0.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| LD Adjustment (Prog. Est. Only) | 0009 | $10,500.00 |
| LD Adjustment (Prog. Est. Only) | 0010 | $12,000.00 |
| LD Adjustment (Prog. Est. Only) | 0011 | $11,250.00 |
| LD Adjustment (Prog. Est. Only) | 0013 | $-33,750.00 | 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 |
| 24029(04) | 0003 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0006 | -0.25 | $39,700.00 | $-9,925.00 |
| 24029(04) | 0003 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0008 | 0.25 | $39,700.00 | $9,925.00 |
| 24029(04) | 0004 | TEMPORARY SILT FENCE | * Missing Material Certification | 0004 | -442.00 | $1.55 | $-685.10 |
| 24029(04) | 0004 | TEMPORARY SILT FENCE | * Missing Material Certification | 0014 | 442.00 | $1.55 | $685.10 |
| 24029(04) | 0009 | AGGREGATE BASE TYPE B | * Material Discrepancy Adjustments | 0004 | -138.30 | $92.00 | $-12,723.60 |
| 24029(04) | 0009 | AGGREGATE BASE TYPE B | * Material Discrepancy Adjustments | 0005 | 138.30 | $92.00 | $12,723.60 |
| 24029(04) | 0010 | LIME | * Material Discrepancy Adjustments | 0009 | -180.39 | $120.00 | $-21,646.80 |
| 24029(04) | 0010 | LIME | * Material Discrepancy Adjustments | 0010 | 180.39 | $120.00 | $21,646.80 |
| 24029(04) | 0015 | PRIME COAT | * Missing Material Certification | 0003 | -450.80 | $5.00 | $-2,254.00 |
| 24029(04) | 0015 | PRIME COAT | * Missing Material Certification | 0004 | -138.10 | $5.00 | $-690.50 |
| 24029(04) | 0015 | PRIME COAT | * Material Discrepancy Adjustments | 0005 | 588.90 | $5.00 | $2,944.50 |
| 24029(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0005 | 23.93 | $1.53 | $36.63 |
| 24029(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 78.06 | $1.53 | $119.50 |
| 24029(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 101.10 | $1.53 | $154.77 |
| 24029(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | -0.03 | $1.84 | $-0.06 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 419.36 | $0.48 | $201.67 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 437.75 | $1.32 | $578.22 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 91.11 | $1.32 | $120.35 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 63.83 | $1.53 | $97.72 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 164.09 | $1.53 | $251.21 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 182.13 | $1.53 | $278.82 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 238.75 | $1.53 | $365.50 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 1.20 | $0.48 | $0.58 |
| 24029(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0012 | -23.33 | $50.00 | $-1,166.53 |
| 24029(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0005 | 44.63 | $1.74 | $78.09 |
| 24029(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 44.75 | $1.74 | $78.30 |
| 24029(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 115.70 | $1.74 | $202.43 |
| 24029(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 25.93 | $0.54 | $14.25 |
| 24029(04) | 0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0004 | -1,278.78 | $24.15 | $-30,882.54 |
| 24029(04) | 0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0005 | 1,278.78 | $24.15 | $30,882.54 |
| 24029(04) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * Material Discrepancy Adjustments | 0004 | -2,354.83 | $19.25 | $-45,330.48 |
| 24029(04) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * Material Discrepancy Adjustments | 0005 | 2,354.83 | $19.25 | $45,330.48 |
| 24029(04) | 0030 | EDGE DRAIN CONDUIT-PERFORATED | * Missing Material Certification | 0004 | -135.00 | $7.00 | $-945.00 |
| 24029(04) | 0030 | EDGE DRAIN CONDUIT-PERFORATED | * Material Discrepancy Adjustments | 0005 | 135.00 | $7.00 | $945.00 |
| 24029(05) | 0082 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0006 | -0.10 | $19,670.00 | $-1,967.00 |
| 24029(05) | 0082 | TYPE A-SALVAGED TOPSOIL | * Missing Material Certification | 0008 | 0.10 | $19,670.00 | $1,967.00 |
| 24029(05) | 0083 | TEMPORARY SILT FENCE | * Missing Material Certification | 0004 | -1,435.27 | $1.55 | $-2,224.67 |
| 24029(05) | 0083 | TEMPORARY SILT FENCE | * Missing Material Certification | 0012 | 1,435.27 | $1.55 | $2,224.67 |
| 24029(05) | 0089 | LIME | * Material Discrepancy Adjustments | 0009 | -216.75 | $120.00 | $-26,010.00 |
| 24029(05) | 0089 | LIME | * Material Discrepancy Adjustments | 0010 | 216.75 | $120.00 | $26,010.00 |
| 24029(05) | 0092 | TACK COAT | * Missing Material Certification | 0003 | -111.00 | $5.00 | $-555.00 |
| 24029(05) | 0092 | TACK COAT | * Material Discrepancy Adjustments | 0005 | 111.00 | $50.00 | $5,550.00 |
| 24029(05) | 0092 | TACK COAT | * Material Discrepancy Adjustments | 0012 | -111.00 | $50.00 | $-5,550.00 |
| 24029(05) | 0092 | TACK COAT | * Missing Material Certification | 0012 | 111.00 | $5.00 | $555.00 |
| 24029(05) | 0093 | PRIME COAT | * Missing Material Certification | 0003 | -1,005.20 | $4.00 | $-4,020.80 |
| 24029(05) | 0093 | PRIME COAT | * Missing Material Certification | 0004 | -870.90 | $4.00 | $-3,483.60 |
| 24029(05) | 0093 | PRIME COAT | * Material Discrepancy Adjustments | 0005 | 1,876.10 | $4.00 | $7,504.40 |
| 24029(05) | 0094 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 89.67 | $1.32 | $118.45 |
| 24029(05) | 0094 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0006 | 50.03 | $1.53 | $76.59 |
| 24029(05) | 0094 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 171.22 | $1.53 | $262.12 |
| 24029(05) | 0094 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 36.10 | $1.53 | $55.27 |
| 24029(05) | 0094 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | -7.04 | $1.84 | $-13.00 |
| 24029(05) | 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 379.88 | $0.48 | $182.68 |
| 24029(05) | 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 543.26 | $1.32 | $717.59 |
| 24029(05) | 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 606.60 | $1.32 | $801.26 |
| 24029(05) | 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 347.29 | $1.53 | $531.67 |
| 24029(05) | 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 203.42 | $1.53 | $311.42 |
| 24029(05) | 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 16.07 | $0.48 | $7.73 |
| 24029(05) | 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0012 | -6.78 | $54.40 | $-369.18 |
| 24029(05) | 0096 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0003 | 60.14 | $1.50 | $90.79 |
| 24029(05) | 0096 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0006 | 44.75 | $1.74 | $78.30 |
| 24029(05) | 0096 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 26.87 | $1.74 | $47.01 |
| 24029(05) | 0096 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 8.45 | $0.54 | $4.64 |
| 24029(05) | 0109 | INLET CI DES. 2 (STD) | * Missing Material Certification | 0004 | -1.00 | $4,140.00 | $-4,140.00 |
| 24029(05) | 0109 | INLET CI DES. 2 (STD) | * Missing Material Certification | 0010 | 1.00 | $4,140.00 | $4,140.00 |
| 24029(05) | 0110 | INLET CI DES. 3 (2B) | * Missing Material Certification | 0004 | -2.00 | $4,140.00 | $-8,280.00 |
| 24029(05) | 0110 | INLET CI DES. 3 (2B) | * Missing Material Certification | 0010 | 2.00 | $4,140.00 | $8,280.00 |
| 24029(05) | 0111 | INLET (SMD-TYPE 1) | * Missing Material Certification | 0004 | -3.00 | $2,590.00 | $-7,770.00 |
| 24029(05) | 0111 | INLET (SMD-TYPE 1) | * Missing Material Certification | 0010 | 3.00 | $2,590.00 | $7,770.00 |
| 24029(05) | 0113 | JUNCTION BOXES | * Missing Material Certification | 0004 | -82.59 | $51.80 | $-4,278.16 |
| 24029(05) | 0113 | JUNCTION BOXES | * Missing Material Certification | 0012 | 82.59 | $51.80 | $4,278.16 |
| 24029(05) | 0113 | JUNCTION BOXES | * Missing Material Certification | 0014 | 1.00 | $1,966.50 | $1,966.50 |
| 24029(05) | 0204 | CONSTRUCTION STAKING LEVEL II | * Missing Material Certification | 0012 | -1.00 | $1,966.50 | $-1,966.50 |
| 24029(05) | 0205 | SWPPP DOCUMENTATION AND MANAGEMENT | * Material Discrepancy Adjustments | 0004 | -0.25 | $17,945.00 | $-4,486.25 |
| 24029(05) | 0205 | SWPPP DOCUMENTATION AND MANAGEMENT | * Material Discrepancy Adjustments | 0012 | 0.25 | $17,945.00 | $4,486.25 | Subtotals For Line Item Adjustments | $4,314.79 | * = 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: | 120049 | Estimate Number: | 0014 | Primary JP: | 24029(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: ACSTP-114A(184)AG | Project: 24029(04) | Category: 0100/ROADWAY - ACSTP-114A(184)AG | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $9,300.00 | $0.00 | $9,300.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 12,681.000 | 12,681.000 | 12,681.000 | $5.00 | $0.00 | $63,405.00 | |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $39,700.00 | $0.00 | $39,700.00 | |
| 0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,299.000 | 442.000 | 0.000 | 442.000 | $1.55 | $0.00 | $685.10 |
| 0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 6.000 | 0.000 | 0.000 | $155.00 | $0.00 | $0.00 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 25,383.000 | 46,487.930 | 46,487.930 | $1.15 | $0.00 | $53,461.12 | |
| 0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.240 | 0.000 | 0.000 | $207.00 | $0.00 | $0.00 | |
| 0008 | MOWING | 241 2832 | AC | 10.480 | 0.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
| 0009 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 211.000 | 233.960 | 233.960 | $92.00 | $0.00 | $21,524.32 | |
| 0010 | LIME | 307(D) 4230 | TON | 155.000 | 0.000 | 0.000 | $120.00 | $0.00 | $0.00 | |
| 0011 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 7,045.000 | 0.000 | 0.000 | $6.50 | $0.00 | $0.02 | |
| 0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 20.000 | 0.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
| 0013 | PERMEABLE FRICTION COURSE | 405 5200 | TON | 304.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0014 | TACK COAT | 407(B) 0250 | GAL | 190.000 | 73.120 | 73.120 | $5.00 | $0.00 | $365.60 | |
| 0015 | PRIME COAT | 408 5774 | GAL | 1,560.000 | 423.290 | 423.290 | $5.00 | $0.00 | $2,116.45 | |
| 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 260.000 | 203.090 | 203.090 | $53.00 | $0.00 | $10,763.77 | |
| 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,256.000 | 1,598.250 | 1,598.250 | $50.00 | $0.00 | $79,912.50 | |
| 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 201.000 | 231.010 | 231.010 | $90.00 | $0.00 | $20,790.90 | |
| 0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 1,419.000 | 838.170 | 838.170 | $3.00 | $0.00 | $2,514.51 | |
| 0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 1,809.000 | 1,930.760 | 1,930.760 | $24.15 | $0.00 | $46,627.85 | |
| 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 4,500.000 | 4,323.670 | 4,323.670 | $19.25 | $0.00 | $83,230.66 | |
| 0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 1,750.000 | 1,737.340 | 1,737.340 | $82.90 | $0.00 | $144,025.49 | |
| 0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 25.000 | 17.490 | 17.490 | $290.00 | $0.00 | $5,072.10 | |
| 0024 | SLOPE WALL (5") | 510(C) 6135 | SY | 59.000 | 38.500 | 38.500 | $65.00 | $0.00 | $2,502.50 | |
| 0025 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 322.000 | 341.510 | 341.510 | $30.00 | $0.00 | $10,245.30 | |
| 0026 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 74.000 | 184.000 | 184.000 | $36.30 | $0.00 | $6,679.20 | |
| 0027 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A) 4498 | LF | 296.000 | 336.000 | 336.000 | $176.00 | $0.00 | $59,136.00 | |
| 0028 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 225.000 | 363.000 | 363.000 | $11.00 | $0.00 | $3,993.00 | |
| 0029 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 75.000 | 32.000 | 32.000 | $9.00 | $0.00 | $288.00 | |
| 0030 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 1,000.000 | 0.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0031 | 43" X 26" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4531 | EA | 8.000 | 8.000 | 8.000 | $3,105.00 | $0.00 | $24,840.00 | |
| 0032 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 4.000 | 4.000 | $1,550.00 | $0.00 | $6,200.00 | |
| 0033 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 183.000 | 218.370 | 218.370 | $41.50 | $0.00 | $9,062.36 | |
| 0034 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 45.000 | 39.010 | 39.010 | $41.50 | $0.00 | $1,618.93 | |
| 0035 | TRENCH EXCAVATION | 613(V) 1180 | CY | 282.000 | 446.800 | 446.800 | $10.40 | $0.00 | $4,646.72 | |
| 0036 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $12,100.00 | $0.00 | $12,100.00 | |
| 0037 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 4,680.000 | 4,795.470 | 4,795.470 | $5.20 | $0.00 | $24,936.45 | |
| 0038 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,751.000 | 847.220 | 847.220 | $4.00 | $0.00 | $3,388.88 | |
| 0039 | SAWING PAVEMENT | 619(C) 0924 | LF | 460.000 | 188.000 | 188.000 | $3.80 | $0.00 | $714.40 | |
| 0040 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(E) 4290 | LF | 612.000 | 0.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
| 8000 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 327.750 | 327.750 | $56.56 | $0.00 | $18,537.54 | |
| 8001 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 8,079.610 | 8,079.610 | $6.35 | $0.00 | $51,305.52 | |
| 8002 | JUNCTION BOXES | 611(L) 0487 | CF | 0.000 | 424.440 | 424.440 | $25.61 | $0.00 | $10,869.91 | |
| Subtotals For Category 0100/ROADWAY - ACSTP-114A(184)AG | $0.00 | $834,560.10 | ||||||||
| Fed/State Project Number: ACSTP-114A(184)AG | Project: 24029(04) | Category: 0300/LIGHTING - ACSTP-114A(184)AG | ||||||||
| 0041 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 5,555.000 | 5,949.000 | 5,949.000 | $3.62 | $0.00 | $21,535.38 | |
| 0042 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 35.000 | 35.000 | 35.000 | $238.00 | $0.00 | $8,330.00 | |
| 0043 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 19.140 | 19.140 | 19.140 | $520.00 | $0.00 | $9,952.80 | |
| 0044 | REINFORCING STEEL | 804(B) 2916 | LB | 1,102.200 | 1,102.200 | 1,102.200 | $1.25 | $0.00 | $1,377.75 | |
| 0045 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 9.000 | 9.000 | 9.000 | $310.00 | $0.00 | $2,790.00 | |
| 0046 | 40' MTG.HT.POLE & 15' H.L.MST.ARM(G.STL.) | 806(C) 8928 | EA | 33.000 | 33.000 | 33.000 | $1,560.00 | $0.00 | $51,480.00 | |
| 0047 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 33.000 | 33.000 | 33.000 | $445.00 | $0.00 | $14,685.00 | |
| 0048 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 33.000 | 33.000 | 33.000 | $365.00 | $0.00 | $12,045.00 | |
| 0049 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 11,398.000 | 11,398.000 | 11,398.000 | $1.35 | $0.00 | $15,387.30 | |
| 0050 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 4,125.000 | 4,125.000 | 4,125.000 | $0.80 | $0.00 | $3,300.00 | |
| 8003 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 1.000 | $8,247.00 | $0.00 | $8,247.00 | |
| 8005 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 0.000 | 525.000 | 525.000 | $15.60 | $0.00 | $8,190.00 | |
| Subtotals For Category 0300/LIGHTING - ACSTP-114A(184)AG | $0.00 | $157,320.23 | ||||||||
| Fed/State Project Number: ACSTP-114A(184)AG | Project: 24029(04) | Category: 0301/SIGNING & STRIPING - ACSTP-114A(184)AG | ||||||||
| 0051 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 6.040 | 6.040 | 6.040 | $310.00 | $0.00 | $1,872.40 | |
| 0052 | REINFORCING STEEL | 804(B) 2916 | LB | 828.000 | 828.000 | 828.000 | $3.10 | $0.00 | $2,566.80 | |
| 0053 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 1.000 | $520.00 | $0.00 | $520.00 | |
| 0054 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 85.000 | 85.400 | 85.400 | $16.70 | $0.00 | $1,426.18 | |
| 0055 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 218.250 | 218.250 | 218.250 | $31.00 | $0.00 | $6,765.75 | |
| 0056 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 407.250 | 407.250 | 407.250 | $40.00 | $0.00 | $16,290.00 | |
| 0057 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 81.000 | 81.000 | 81.000 | $27.00 | $0.00 | $2,187.00 | |
| 0058 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 86.000 | 86.000 | 86.000 | $31.00 | $0.00 | $2,666.00 | |
| 0059 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 70.000 | 70.000 | 70.000 | $20.70 | $0.00 | $1,449.00 | |
| 0060 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 80.000 | 80.000 | 80.000 | $22.80 | $0.00 | $1,824.00 | |
| 0061 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 5,670.000 | 4,077.700 | 4,077.700 | $1.55 | $0.00 | $6,320.44 | |
| 0062 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 630.000 | 0.000 | 0.000 | $2.30 | $0.00 | $0.00 | |
| 0063 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,970.000 | 1,218.600 | 1,218.600 | $3.10 | $0.00 | $3,777.66 | |
| 0064 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 660.000 | 882.600 | 882.600 | $5.20 | $0.00 | $4,589.52 | |
| 0065 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 15.000 | 15.000 | 15.000 | $31.10 | $0.00 | $466.50 | |
| 0066 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 14.000 | 14.000 | 14.000 | $362.00 | $0.00 | $5,068.00 | |
| 0067 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 216.000 | 216.000 | $1.05 | $0.00 | $226.80 | |
| 8004 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $15,697.63 | $0.00 | $15,697.63 | |
| Subtotals For Category 0301/SIGNING & STRIPING - ACSTP-114A(184)AG | $0.00 | $73,713.68 | ||||||||
| Fed/State Project Number: ACSTP-114A(184)AG | Project: 24029(04) | Category: 0302/TRAFFIC CONTROL - ACSTP-114A(184)AG | ||||||||
| 0068 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 15.000 | 65.000 | 65.000 | $105.00 | $0.00 | $6,825.00 | |
| 0069 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 500.000 | 0.000 | 0.000 | $42.50 | $0.00 | $0.00 | |
| 0070 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 500.000 | 542.500 | 542.500 | $4.90 | $0.00 | $2,658.25 | |
| 0071 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,200.000 | 1,439.000 | 1,439.000 | $1.05 | $0.00 | $1,510.95 | |
| 0072 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,386.000 | 819.000 | 819.000 | $2.10 | $0.00 | $1,719.90 | |
| 0073 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,254.000 | 2,675.000 | 2,675.000 | $4.15 | $0.00 | $11,101.25 | |
| 0074 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,157.000 | 1,686.000 | 1,686.000 | $1.05 | $0.00 | $1,770.30 | |
| 0075 | WING BARRICADES | 880(C) 8848 | SD | 240.000 | 610.000 | 610.000 | $1.05 | $0.00 | $640.50 | |
| 0076 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,034.000 | 5,844.000 | 5,844.000 | $0.70 | $0.00 | $4,090.80 | |
| 0077 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 9,274.000 | 750.000 | 750.000 | $0.50 | $0.00 | $375.00 | |
| 0078 | DRUMS | 880(F) 8878 | SD | 9,274.000 | 9,108.000 | 9,108.000 | $0.50 | $0.00 | $4,554.00 | |
| 0079 | CHANNELIZER CONES | 880(G) 8890 | SD | 36.000 | 3,044.000 | 3,044.000 | $1.05 | $0.00 | $3,196.20 | |
| Subtotals For Category 0302/TRAFFIC CONTROL - ACSTP-114A(184)AG | $0.00 | $38,442.15 | ||||||||
| Fed/State Project Number: ACSTP-114A(184)AG | Project: 24029(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
| Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
| Subtotals For Project ACSTP-114A(184)AG /24029(04) | $0.00 | $1,104,036.16 | ||||||||
| 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-114C(292)AG | Project: 24029(05) | Category: 0100/ROADWAY - STP-114C(292)AG | ||||||||
| 0080 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $2,920.00 | $0.00 | $2,920.00 | |
| 0081 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 6,739.000 | 6,739.000 | 6,739.000 | $6.00 | $0.00 | $40,434.00 | |
| 0082 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $19,670.00 | $0.00 | $19,670.00 | |
| 0083 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,887.000 | 1,435.270 | 1,435.270 | $1.55 | $0.00 | $2,224.67 | |
| 0084 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 6.000 | 0.000 | 0.000 | $155.00 | $0.00 | $0.00 | |
| 0085 | SOLID SLAB SODDING | 230(A) 2806 | SY | 9,171.000 | 7,148.240 | 7,148.240 | $1.15 | $0.00 | $8,220.48 | |
| 0086 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.000 | 0.000 | 0.000 | $207.00 | $0.00 | $0.00 | |
| 0087 | MOWING | 241 2832 | AC | 4.000 | 0.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
| 0088 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 1.000 | 1.000 | 1.000 | $4,050.00 | $0.00 | $4,050.00 | |
| 0089 | LIME | 307(D) 4230 | TON | 230.000 | 0.000 | 0.000 | $120.00 | $0.00 | $0.00 | |
| 0090 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 12,605.000 | 0.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0091 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 20.000 | 171.800 | 171.800 | $40.00 | $0.00 | $6,872.00 | |
| 0092 | TACK COAT | 407(B) 0250 | GAL | 181.000 | 132.050 | 132.050 | $5.00 | $0.00 | $660.25 | |
| 0093 | PRIME COAT | 408 5774 | GAL | 2,630.000 | 1,876.100 | 1,876.100 | $4.00 | $0.00 | $7,504.40 | |
| 0094 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 293.000 | 175.800 | 175.800 | $88.25 | $0.00 | $15,514.36 | |
| 0095 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,606.000 | 2,274.310 | 2,274.310 | $54.40 | $0.00 | $123,722.47 | |
| 0096 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 195.000 | 131.760 | 131.760 | $90.00 | $0.00 | $11,858.40 | |
| 0097 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 1,233.000 | 1,381.740 | 1,381.740 | $24.30 | $0.00 | $33,576.28 | |
| 0098 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 9,149.000 | 9,055.340 | 9,055.340 | $18.55 | $0.00 | $167,976.56 | |
| 0099 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 2,846.000 | 2,899.190 | 2,899.190 | $82.90 | $0.00 | $240,342.86 | |
| 0100 | CLASS A CONCRETE(LONG. BAR. DES. 1-A) | 509(B) 0325 | CY | 101.000 | 101.000 | 101.000 | $415.00 | $0.00 | $41,915.00 | |
| 0101 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 3.000 | 3.380 | 3.380 | $621.00 | $0.00 | $2,098.98 | |
| 0102 | CLASS C CONCRETE | 509(D) 0325 | CY | 61.000 | 82.170 | 82.170 | $310.00 | $0.00 | $25,472.70 | |
| 0103 | REINFORCING STEEL | 511(A) 0332 | LB | 1,910.000 | 12,952.000 | 12,952.000 | $1.05 | $0.00 | $13,599.60 | |
| 0104 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 228.000 | 222.710 | 222.710 | $30.00 | $0.00 | $6,681.30 | |
| 0105 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 2,741.000 | 2,367.870 | 2,367.870 | $9.00 | $0.00 | $21,310.83 | |
| 0106 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 888.000 | 1,144.730 | 1,144.730 | $31.50 | $0.00 | $36,059.00 | |
| 0107 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 364.000 | 357.560 | 357.560 | $49.00 | $0.00 | $17,520.44 | |
| 0108 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 24.000 | 108.000 | 108.000 | $16.00 | $0.00 | $1,728.00 | |
| 0109 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 1.000 | 1.000 | 1.000 | $4,140.00 | $0.00 | $4,140.00 | |
| 0110 | INLET CI DES. 3 (2B) | 611(G) 5123 | EA | 2.000 | 2.000 | 2.000 | $4,140.00 | $0.00 | $8,280.00 | |
| 0111 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 3.000 | 3.000 | $2,590.00 | $0.00 | $7,770.00 | |
| 0112 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 2.000 | 2.590 | 2.590 | $415.00 | $0.00 | $1,074.85 | |
| 0113 | JUNCTION BOXES | 611(L) 0487 | CF | 116.000 | 82.590 | 0.000 | 82.590 | $51.80 | $0.00 | $4,278.16 |
| 0114 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 1.000 | 1.000 | 1.000 | $520.00 | $0.00 | $520.00 | |
| 0115 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 2.000 | 0.000 | 0.000 | $210.00 | $0.00 | $0.00 | |
| 0116 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 190.000 | 280.000 | 280.000 | $36.20 | $0.00 | $10,136.00 | |
| 0117 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 32.000 | 32.000 | 32.000 | $144.90 | $0.00 | $4,636.80 | |
| 0118 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(A) 4404 | LF | 240.000 | 264.000 | 264.000 | $165.60 | $0.00 | $43,718.40 | |
| 0119 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 32.000 | 32.000 | 32.000 | $165.60 | $0.00 | $5,299.20 | |
| 0120 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 22.000 | 0.000 | 0.000 | $32.10 | $0.00 | $0.00 | |
| 0121 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 150.000 | 0.000 | 0.000 | $6.85 | $0.00 | $0.00 | |
| 0122 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 50.000 | 0.000 | 0.000 | $5.75 | $0.00 | $0.00 | |
| 0123 | 26" X 15" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4510 | EA | 2.000 | 3.000 | 3.000 | $260.00 | $0.00 | $780.00 | |
| 0124 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4516 | EA | 1.000 | 0.000 | 0.000 | $260.00 | $0.00 | $0.00 | |
| 0125 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 2.000 | 2.000 | $207.00 | $0.00 | $414.00 | |
| 0126 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 1.000 | 1.000 | 1.000 | $520.00 | $0.00 | $520.00 | |
| 0127 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 159.000 | 175.250 | 175.250 | $42.00 | $0.00 | $7,360.50 | |
| 0128 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 30.000 | 0.000 | 0.000 | $42.00 | $0.00 | $0.00 | |
| 0129 | TRENCH EXCAVATION | 613(V) 1180 | CY | 207.000 | 235.930 | 235.930 | $10.50 | $0.00 | $2,477.28 | |
| 0130 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $14,740.00 | $0.00 | $14,740.00 | |
| 0131 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,149.000 | 1,530.210 | 1,530.210 | $8.00 | $0.00 | $12,241.68 | |
| 0132 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,107.000 | 1,111.750 | 1,111.750 | $4.00 | $0.00 | $4,447.00 | |
| 0133 | REMOVAL OF CURB | 619(B) 4791 | LF | 577.000 | 587.300 | 587.300 | $6.00 | $0.00 | $3,523.80 | |
| 0134 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,709.000 | 1,446.000 | 1,446.000 | $3.70 | $0.00 | $5,350.20 | |
| 0135 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 1.000 | 1.000 | 1.000 | $4,970.00 | $0.00 | $4,970.00 | |
| 8001 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS | 857(E) 8881 | EA | 0.000 | 0.000 | 0.000 | $3.80 | $0.00 | $0.00 | |
| 8002 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 336.370 | 336.370 | $56.56 | $0.00 | $19,025.09 | |
| 8003 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 11,948.820 | 11,948.820 | $6.83 | $0.00 | $81,610.44 | |
| 8004 | FLY ASH | 307(A) 4200 | TON | 0.000 | 222.250 | 222.250 | $32.62 | $0.00 | $7,249.80 | |
| 8007 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 1,103.150 | 1,103.150 | $2.40 | $0.00 | $2,647.56 | |
| Subtotals For Category 0100/ROADWAY - STP-114C(292)AG | $0.00 | $1,109,143.34 | ||||||||
| Fed/State Project Number: STP-114C(292)AG | Project: 24029(05) | Category: 0303/TRAFFIC SIGNAL - STP-114C(292)AG | ||||||||
| 0136 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 890.000 | 890.000 | 890.000 | $3.65 | $0.00 | $3,248.50 | |
| 0137 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 100.000 | 100.000 | 100.000 | $7.25 | $0.00 | $725.00 | |
| 0138 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 2.000 | 2.000 | 2.000 | $365.00 | $0.00 | $730.00 | |
| 0139 | GROUND BOX (GB36) | 803(B) 8085 | EA | 1.000 | 1.000 | 1.000 | $2,070.00 | $0.00 | $2,070.00 | |
| 0140 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.100 | 9.100 | 9.100 | $465.00 | $0.00 | $4,231.50 | |
| 0141 | REINFORCING STEEL | 804(B) 2916 | LB | 1,333.600 | 1,333.600 | 1,333.600 | $1.25 | $0.00 | $1,667.00 | |
| 0142 | REMOVAL OF PULL BOX | 805(A) 8704 | EA | 3.000 | 3.000 | 3.000 | $52.00 | $0.00 | $156.00 | |
| 0143 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $1,552.00 | $0.00 | $1,552.00 | |
| 0144 | (PL)RESET OF PULL BOX | 805(B) 8728 | EA | 2.000 | 2.000 | 2.000 | $207.00 | $0.00 | $414.00 | |
| 0145 | POLE & 25' TS MST.ARM(G.STL.) | 806(A) 8726 | EA | 1.000 | 1.000 | 1.000 | $3,892.00 | $0.00 | $3,892.00 | |
| 0146 | 40' MHP 35' TS & 10' LMA(G.STL.) | 806(A) 8852 | EA | 1.000 | 1.000 | 1.000 | $4,835.00 | $0.00 | $4,835.00 | |
| 0147 | 40' MHP 55' TS & 10' LMA(G.STL.) | 806(A) 8880 | EA | 1.000 | 1.000 | 1.000 | $11,400.00 | $0.00 | $11,400.00 | |
| 0148 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 2.000 | 2.000 | 2.000 | $1,130.00 | $0.00 | $2,260.00 | |
| 0149 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 2.000 | 2.000 | 2.000 | $342.00 | $0.00 | $684.00 | |
| 0150 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $320.00 | $0.00 | $320.00 | |
| 0151 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 200.000 | 200.000 | $2.07 | $0.00 | $414.00 | |
| 0152 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 640.000 | 640.000 | 640.000 | $0.52 | $0.00 | $332.80 | |
| 0153 | (SP)FIBER OPTIC CABLE, 24 SMF | 818(A) 8715 | LF | 700.000 | 700.000 | 700.000 | $3.52 | $0.00 | $2,464.00 | |
| 0154 | (SP)FIBER OPTIC PATCH PANEL, 24 PORT | 818(B) 8745 | EA | 1.000 | 1.000 | 1.000 | $780.00 | $0.00 | $780.00 | |
| 0155 | (SP)FIBER OPTIC CABLE SPLICE | 818(C) 8735 | EA | 24.000 | 0.000 | 0.000 | $94.00 | $0.00 | $0.00 | |
| 0156 | (SP)FIBER OPTIC CABLE TERMINATION | 818(D) 8740 | EA | 24.000 | 24.000 | 24.000 | $110.00 | $0.00 | $2,640.00 | |
| 0157 | (SP)FIBER OPTIC ROUTE SIGN & INSTALLATION | 818(G) 5570 | EA | 1.000 | 1.000 | 1.000 | $210.00 | $0.00 | $210.00 | |
| 0158 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $25,500.00 | $0.00 | $51,000.00 | |
| 0159 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $28,000.00 | $0.00 | $28,000.00 | |
| 0160 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 8.000 | $1,050.00 | $0.00 | $8,400.00 | |
| 0161 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 2.000 | 2.000 | 2.000 | $525.00 | $0.00 | $1,050.00 | |
| 0162 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 3.000 | 3.000 | 3.000 | $550.00 | $0.00 | $1,650.00 | |
| 0163 | 1WAY 4SEC. ADJ. SIG. HD. S-16 | 831 8274 | EA | 4.000 | 4.000 | 4.000 | $675.00 | $0.00 | $2,700.00 | |
| 0164 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 3.000 | 3.000 | 3.000 | $890.00 | $0.00 | $2,670.00 | |
| 0165 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 8.000 | $530.00 | $0.00 | $4,240.00 | |
| 0166 | BACKPLATE | 833 3030 | EA | 12.000 | 12.000 | 12.000 | $73.00 | $0.00 | $876.00 | |
| 0167 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 700.000 | 700.000 | 700.000 | $1.25 | $0.00 | $875.00 | |
| 0168 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 475.000 | 475.000 | 475.000 | $1.45 | $0.00 | $688.75 | |
| 0169 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 985.000 | 985.000 | 985.000 | $3.10 | $0.00 | $3,053.50 | |
| 0170 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 25.000 | 25.000 | 25.000 | $0.57 | $0.00 | $14.25 | |
| 0171 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 1.000 | 1.000 | 1.000 | $420.00 | $0.00 | $420.00 | |
| 0172 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 450.000 | 450.000 | 450.000 | $1.05 | $0.00 | $472.50 | |
| 0173 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 1.000 | 1.000 | 1.000 | $1,560.00 | $0.00 | $1,560.00 | |
| 0174 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 150.500 | 150.500 | 150.500 | $192.00 | $0.00 | $28,896.00 | |
| Subtotals For Category 0303/TRAFFIC SIGNAL - STP-114C(292)AG | $0.00 | $181,591.80 | ||||||||
| Fed/State Project Number: STP-114C(292)AG | Project: 24029(05) | Category: 0304/LIGHTING - STP-114C(292)AG | ||||||||
| 0175 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 415.000 | 290.000 | 290.000 | $15.60 | $0.00 | $4,524.00 | |
| 0176 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 2,245.000 | 2,744.000 | 2,744.000 | $3.62 | $0.00 | $9,933.28 | |
| 0177 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 18.000 | 18.000 | 18.000 | $240.00 | $0.00 | $4,320.00 | |
| 0178 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 7.540 | 7.540 | 7.540 | $520.00 | $0.00 | $3,920.80 | |
| 0179 | REINFORCING STEEL | 804(B) 2916 | LB | 434.200 | 434.200 | 434.200 | $1.25 | $0.00 | $542.75 | |
| 0180 | REMOVAL OF PULL BOX | 805(A) 8704 | EA | 2.000 | 2.000 | 2.000 | $52.00 | $0.00 | $104.00 | |
| 0181 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 1.000 | 1.000 | 1.000 | $320.00 | $0.00 | $320.00 | |
| 0182 | 40' MTG.HT.POLE & 15' H.L.MST.ARM(G.STL.) | 806(C) 8928 | EA | 13.000 | 13.000 | 13.000 | $1,560.00 | $0.00 | $20,280.00 | |
| 0183 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 13.000 | 13.000 | 13.000 | $445.00 | $0.00 | $5,785.00 | |
| 0184 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 13.000 | 13.000 | 13.000 | $365.00 | $0.00 | $4,745.00 | |
| 0185 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 2.000 | 2.000 | $3,630.00 | $0.00 | $7,260.00 | |
| 0186 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 5,570.000 | 5,570.000 | 5,570.000 | $1.35 | $0.00 | $7,519.50 | |
| 0187 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 1,625.000 | 1,625.000 | 1,625.000 | $0.80 | $0.00 | $1,300.00 | |
| Subtotals For Category 0304/LIGHTING - STP-114C(292)AG | $0.00 | $70,554.33 | ||||||||
| Fed/State Project Number: STP-114C(292)AG | Project: 24029(05) | Category: 0305/SIGNING & STRIPING - STP-114C(292)AG | ||||||||
| 0188 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 4.060 | 4.060 | 4.060 | $310.00 | $0.00 | $1,258.60 | |
| 0189 | REINFORCING STEEL | 804(B) 2916 | LB | 496.000 | 496.000 | 496.000 | $3.10 | $0.00 | $1,537.60 | |
| 0190 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 2.000 | 2.000 | 2.000 | $365.00 | $0.00 | $730.00 | |
| 0191 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 1.000 | $940.00 | $0.00 | $940.00 | |
| 0192 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 66.820 | 66.820 | 66.820 | $17.00 | $0.00 | $1,135.94 | |
| 0193 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 144.000 | 144.000 | 144.000 | $37.00 | $0.00 | $5,328.00 | |
| 0194 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 95.000 | 95.000 | 95.000 | $34.15 | $0.00 | $3,244.25 | |
| 0195 | 1 1/2@2.72 GALV.STEEL PIPE POST | 851(B) 3215 | LF | 9.000 | 9.000 | 9.000 | $19.00 | $0.00 | $171.00 | |
| 0196 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 70.500 | 70.500 | 70.500 | $21.00 | $0.00 | $1,480.50 | |
| 0197 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 45.000 | 45.000 | 45.000 | $23.00 | $0.00 | $1,035.00 | |
| 0198 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 8,430.000 | 4,910.500 | 4,910.500 | $1.55 | $0.00 | $7,611.28 | |
| 0199 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 950.000 | 0.000 | 0.000 | $2.28 | $0.00 | $0.00 | |
| 0200 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 855.000 | 479.900 | 479.900 | $3.10 | $0.00 | $1,487.69 | |
| 0201 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 1,000.000 | 483.500 | 483.500 | $8.28 | $0.00 | $4,003.38 | |
| 0202 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 25.000 | 20.000 | 20.000 | $365.00 | $0.00 | $7,300.00 | |
| 0203 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 0.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
| Subtotals For Category 0305/SIGNING & STRIPING - STP-114C(292)AG | $0.00 | $37,263.24 | ||||||||
| Fed/State Project Number: STP-114C(292)AG | Project: 24029(05) | Category: 0600/STAKING - STP-114C(292)AG | ||||||||
| 0204 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $19,665.00 | $0.00 | $19,665.00 | |
| Subtotals For Category 0600/STAKING - STP-114C(292)AG | $0.00 | $19,665.00 | ||||||||
| Fed/State Project Number: STP-114C(292)AG | Project: 24029(05) | Category: 0640/CONSTRUCTION - STP-114C(292)AG | ||||||||
| 0205 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $17,945.00 | $0.00 | $17,945.00 | |
| 0206 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.175 | 1.000 | $195,724.28 | $34,251.75 | $195,724.28 |
| Subtotals For Category 0640/CONSTRUCTION - STP-114C(292)AG | $34,251.75 | $213,669.28 | ||||||||
| Fed/State Project Number: STP-114C(292)AG | Project: 24029(05) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
| Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
| Subtotals For Project STP-114C(292)AG /24029(05) | $34,251.75 | $1,631,886.99 | ||||||||