| Contract ID: | 110015 | Estimate Number: | 0034 , Final | Spec Year: | 1999 | |||
| Primary JP: | 22146(07) | Residency: | CRAIG & KEITHLINE, INC. (08007) | Contract No: | 611140 | |||
| Date Created: | 07/22/2016 | Contractor FEI: | 731316732 | Account No: | 400850 |
| Project Number(s): | STP-157A(143)IG | ||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE GILCREASE WEST EXPRESSWAY: FROM 41ST AVENUE, EXTEND EAST IN THE CITY OF TULSA. PROJECT LENGTH = 2.1774 MILES. | ||||||||
| Primary County: | OSAGE | ||||||||
| Name of Road: | GILCREASE EXPRESSWAY | ||||||||
| Prime Contractor: | BECCO CONTRACTORS, INC. | Time Charged: | 1614.00 | ||||||
| P.O. BOX 9159 | Time Allowed: | 1614.00 | |||||||
| TULSA , OK 74157 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $9,120,472.50 | Payable This Statement: | $0.00 |
| 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. |
| BECCO CONTRACTORS, INC. |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 110015 | Estimate Number: | 0034 | Contract No: | 611140 | |||
| Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Final | Account No: | 400850 | |||
| Project Number(s): | STP-157A(143)IG | ||||||||||||
| Primary Job Piece No: | 22146(07) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE GILCREASE WEST EXPRESSWAY: FROM 41ST AVENUE, EXTEND EAST IN THE CITY OF TULSA. PROJECT LENGTH = 2.1774 MILES. | ||||||||||||
| Primary County: | OSAGE | ||||||||||||
| Name of Road: | GILCREASE EXPRESSWAY | ||||||||||||
| Prime Contractor: | BECCO CONTRACTORS, INC. | ||||||||||||
| P.O. BOX 9159 | |||||||||||||
| TULSA , OK 74157 | |||||||||||||
| Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
| Date Let: | 02/17/2011 | NTP Effective Date: | 07/05/2011 | Pay Period: | 03/01/2016 TO 06/15/2016 |
| Date Awarded: | 03/07/2011 | Date Work Began: | 07/06/2011 | Original Contract Time: | 245 |
| Date Contract Executed: | 03/17/2011 | Date Time Stopped: | 12/04/2015 | Current Time Charged: | 1614.00 |
| Date NTP Issued: | 03/22/2011 | Completion Date: | 12/04/2015 | Current Time Allowed: | 1614.00 |
| General Liability Expires: | 03/01/2017 | Workman's Comp Expires: | 02/01/2017 | Percent Time Used: | 100.00 % |
| Specification Year: | 1999 | ||||
| Bid Amount: | $7,781,953.52 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $9,148,309.25 | Participating: | $9,120,472.53 | $9,120,472.53 | $0.00 | ||
| Percent Complete: | 99.70 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $27,836.75 | Total Earnings: | $9,120,472.53 | $9,120,472.53 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $9,120,472.53 | $9,120,472.53 | $0.00 | ||||
| Other Adjustments: | $-0.03 | $-0.03 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $9,120,472.50 | $9,120,472.50 | $0.00 | ||||
| Contract ID: | 110015 | Estimate Number: | 0034 | Primary JP: | 22146(07) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Adds new pay item "Inlet Adjust to Grade" | Approved | 01/04/2013 | 10.0 | $48,035.80 |
| 002 | 41st W. Ave. & 31st Street North intersection modification | Approved | 02/05/2013 | 230.0 | $1,096,497.06 |
| 003 | Appropriation to fund Asphalt Binder Adjustments | Approved | 02/05/2013 | 0.0 | $140,945.31 |
| 004 | Funding for Smoothness Incentive | Approved | 12/09/2014 | 0.0 | $12,032.37 |
| 005 | Removes "pay plan qty" note for Rdwy Uncl. Exc. | Approved | 04/05/2016 | 0.0 | $63,880.92 |
| 006 | Deduction for Failing Materials | Approved | 03/14/2016 | 0.0 | $-27,836.72 |
| 007 | Final Quantity Change Order | Approved | 06/08/2016 | 0.0 | $4,964.27 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 22146(07) | 0036 | Manhole Frame & Cover | Stockpiled Material Adjustment | 0023 | $-4,313.55 |
| 22146(07) | 0036 | Manhole Frame & Cover | Stockpiled Material Initial Payment | 0014 | $4,313.55 |
| 22146(07) | 0051 | Stockpiled Material Initial Payment | 0014 | $30,993.04 | |
| 22146(07) | 0051 | Stockpiled Material Adjustment | 0019 | $-14,584.96 | |
| 22146(07) | 0051 | Stockpiled Material Adjustment | 0021 | $-5,469.36 | |
| 22146(07) | 0051 | Stockpiled Material Adjustment | 0020 | $-10,938.72 | |
| 22146(07) | 0052 | CICIs | Stockpiled Material Adjustment | 0019 | $-7,998.48 |
| 22146(07) | 0052 | CICIs | Stockpiled Material Initial Payment | 0014 | $7,998.48 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0018 | --116 | $2,000.00 | $-232,000.00 |
| System Application of Liquidated Damages | 0019 | --14 | $2,000.00 | $-28,000.00 |
| System Application of Liquidated Damages | 0020 | --15 | $2,000.00 | $-30,000.00 |
| System Application of Liquidated Damages | 0021 | --9.0 | $2,000.00 | $-18,000.00 |
| System Application of Liquidated Damages | 0022 | --15 | $2,000.00 | $-30,000.00 |
| System Application of Liquidated Damages | 0023 | --10 | $2,000.00 | $-20,000.00 |
| System Application of Liquidated Damages | 0024 | --15 | $2,000.00 | $-30,000.00 |
| System Application of Liquidated Damages | 0025 | --8.0 | $2,000.00 | $-16,000.00 |
| System Application of Liquidated Damages | 0026 | --15 | $2,000.00 | $-30,000.00 |
| System Application of Liquidated Damages | 0027 | -5.0 | $2,000.00 | $10,000.00 |
| System Application of Liquidated Damages | 0028 | -212 | $2,000.00 | $424,000.00 | Subtotals For Liquidated Damages | $0.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 4,880.50 | $3.85 | $18,817.26 |
| 22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 12,866.57 | $3.85 | $49,608.35 |
| 22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 7,762.39 | $3.85 | $29,928.67 |
| 22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $-98,354.28 |
| 22146(07) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0031 | -0.01 | $3.33 | $-0.03 |
| 22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 1,454.98 | $4.40 | $6,411.22 |
| 22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 6,075.43 | $4.40 | $26,770.78 |
| 22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0026 | 2,135.31 | $4.40 | $9,409.03 |
| 22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Overrun | 0026 | -2,135.31 | $65.00 | $-138,795.15 |
| 22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Overrun Re-adjustment | 0028 | 2,135.31 | $65.00 | $138,795.15 |
| 22146(07) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $-42,591.03 |
| 22146(07) | 0022 | COLD MILLING PAVEMENT | * Overrun | 0026 | -8,055.00 | $2.00 | $-16,110.00 |
| 22146(07) | 0022 | COLD MILLING PAVEMENT | * Overrun Re-adjustment | 0028 | 8,055.00 | $2.00 | $16,110.00 |
| 22146(07) | 0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Overrun | 0026 | -2,500.00 | $44.00 | $-110,000.00 |
| 22146(07) | 0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Overrun Re-adjustment | 0027 | 466.00 | $44.00 | $20,504.00 |
| 22146(07) | 0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Overrun Re-adjustment | 0028 | 2,034.00 | $44.00 | $89,496.00 |
| 22146(07) | 0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0032 | -769.00 | $44.00 | $-33,836.00 |
| 22146(07) | 0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0033 | 769.00 | $44.00 | $33,836.00 | Subtotals For Line Item Adjustments | $-0.03 | * = 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: | 110015 | Estimate Number: | 0034 | Primary JP: | 22146(07) | |||
| 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-157A(143)IG | Project: 22146(07) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $85,000.00 | $0.00 | $85,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 576,941.000 | 591,459.390 | 591,459.390 | $4.40 | $0.00 | $2,602,421.32 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 10,000.000 | 0.000 | 0.000 | $4.40 | $0.00 | $0.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $80,000.00 | $0.00 | $80,000.00 | |
| 0005 | TEMPORARY BALE BARRIER | 222 2801 | LF | 108.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 21,422.000 | 2,700.000 | 2,700.000 | $1.00 | $0.00 | $2,700.00 | |
| 0007 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 35.000 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| 0008 | NYLON EROSION CONTROL MAT | 228 4170 | SY | 21,033.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 30,518.000 | 330,138.690 | 330,138.690 | $1.25 | $0.00 | $412,673.37 | |
| 0010 | MULCH SODDING | 230(B) 2807 | SY | 117,300.000 | 0.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
| 0011 | SEEDING METHOD A | 232(A) 2813 | AC | 5.000 | 0.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
| 0012 | SEEDING METHOD B | 232(B) 2814 | AC | 25.000 | 0.000 | 0.000 | $550.00 | $0.00 | $0.00 | |
| 0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 25.000 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
| 0014 | MOWING | 241 2832 | AC | 73.000 | 0.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
| 0015 | AGGREGATE BASE | 303 0192 | CY | 21,564.000 | 27,094.390 | 27,094.390 | $33.00 | $0.00 | $894,114.87 | |
| 0016 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 4,006.000 | 1,203.680 | 1,203.680 | $1.00 | $0.00 | $1,203.68 | |
| 0017 | SEPARATOR FABRIC | 325 5271 | SY | 72,169.000 | 89,413.480 | 89,413.480 | $1.00 | $0.00 | $89,413.48 | |
| 0018 | TRAFFIC BOUND SURFACE COURSE TYPE C | 403(C) 0221 | TON | 381.000 | 278.530 | 278.530 | $16.00 | $0.00 | $4,456.48 | |
| 0019 | PRIME COAT | 408 5774 | GAL | 10,111.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 20,838.000 | 25,509.450 | 25,509.450 | $55.00 | $0.00 | $1,403,019.75 | |
| 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 8,341.000 | 9,665.720 | 9,665.720 | $65.00 | $0.00 | $628,271.80 | |
| 0022 | COLD MILLING PAVEMENT | 417 5267 | SY | 7,624.000 | 15,136.670 | 15,136.670 | $2.00 | $0.00 | $30,273.34 | |
| 0023 | CLSM BACKFILL | 501(G) 6309 | CY | 25.000 | 0.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
| 0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 132.000 | 134.190 | 134.190 | $250.00 | $0.00 | $33,547.50 | |
| 0025 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 80.000 | 94.200 | 94.200 | $50.00 | $0.00 | $4,710.00 | |
| 0026 | TYPE I-A FILTER BLANKET | 601A-2 0538 | TON | 26.000 | 40.990 | 40.990 | $45.00 | $0.00 | $1,844.55 | |
| 0027 | COMBINED CURB & GUTTER (8" BARRIER) | 609(B) 0384 | LF | 22,668.000 | 26,172.000 | 26,172.000 | $12.00 | $0.00 | $314,064.00 | |
| 0028 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
| 0029 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
| 0030 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 3.000 | 3.000 | 3.000 | $5,000.00 | $0.00 | $15,000.00 | |
| 0031 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 2.000 | 2.000 | 2.000 | $7,000.00 | $0.00 | $14,000.00 | |
| 0032 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.000 | 1.200 | 1.200 | $400.00 | $0.00 | $480.00 | |
| 0033 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 1.000 | 0.680 | 0.680 | $500.00 | $0.00 | $340.00 | |
| 0034 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 20.000 | 19.420 | 19.420 | $700.00 | $0.00 | $13,594.00 | |
| 0035 | ADD'L.DEPTH IN MANHOLE (8' DIAMETER) | 611(B) 2684 | VF | 8.000 | 7.270 | 7.270 | $1,100.00 | $0.00 | $7,997.00 | |
| 0036 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
| 0037 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 29.000 | 29.000 | 29.000 | $4,000.00 | $0.00 | $116,000.00 | |
| 0038 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 3.000 | 3.000 | 3.000 | $6,000.00 | $0.00 | $18,000.00 | |
| 0039 | INLET CDI RCB DES. 6 | 611(E) 5392 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
| 0040 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5882 | EA | 1.000 | 1.000 | 1.000 | $7,600.00 | $0.00 | $7,600.00 | |
| 0041 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5982 | EA | 13.000 | 13.000 | 13.000 | $6,900.00 | $0.00 | $89,700.00 | |
| 0042 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 2.000 | 2.000 | 2.000 | $8,900.00 | $0.00 | $17,800.00 | |
| 0043 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 2.000 | 2.000 | 2.000 | $4,800.00 | $0.00 | $9,600.00 | |
| 0044 | INLET GPI, TYPE 2 (DES.11A) | 611(E) 7180 | EA | 2.000 | 2.000 | 2.000 | $4,500.00 | $0.00 | $9,000.00 | |
| 0045 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 43.000 | 42.450 | 42.450 | $1,100.00 | $0.00 | $46,695.00 | |
| 0046 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 4.000 | 3.660 | 3.660 | $1,000.00 | $0.00 | $3,660.00 | |
| 0047 | INLET CDI RCB DES. 6,(ADD'L DEPTH) | 611(F) 5541 | VF | 3.000 | 2.230 | 2.230 | $1,000.00 | $0.00 | $2,230.00 | |
| 0048 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 2.000 | 1.590 | 1.590 | $900.00 | $0.00 | $1,431.00 | |
| 0049 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 31.000 | 30.720 | 30.720 | $800.00 | $0.00 | $24,576.00 | |
| 0050 | INLET W/SJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5986 | VF | 4.000 | 3.460 | 3.460 | $800.00 | $0.00 | $2,768.00 | |
| 0051 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 136.000 | 156.000 | 156.000 | $500.00 | $0.00 | $78,000.00 | |
| 0052 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 140.000 | 180.000 | 180.000 | $500.00 | $0.00 | $90,000.00 | |
| 0053 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 1,849.000 | 1,877.000 | 1,877.000 | $38.00 | $0.00 | $71,326.00 | |
| 0054 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,035.000 | 1,035.000 | 1,035.000 | $52.00 | $0.00 | $53,820.00 | |
| 0055 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,586.000 | 1,689.000 | 1,689.000 | $62.00 | $0.00 | $104,718.00 | |
| 0056 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 260.000 | 259.000 | 259.000 | $81.00 | $0.00 | $20,979.00 | |
| 0057 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 1,967.000 | 1,966.000 | 1,966.000 | $115.00 | $0.00 | $226,090.00 | |
| 0058 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 3.000 | 3.000 | 3.000 | $750.00 | $0.00 | $2,250.00 | |
| 0059 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 8.000 | 8.000 | $1,000.00 | $0.00 | $8,000.00 | |
| 0060 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 1.000 | 1.000 | 1.000 | $1,400.00 | $0.00 | $1,400.00 | |
| 0061 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 3.000 | 3.000 | 3.000 | $2,200.00 | $0.00 | $6,600.00 | |
| 0062 | 24" WELDED STEEL CONDUIT (TRENCHED) | 616 0190 | LF | 1,887.000 | 1,894.000 | 1,894.000 | $80.00 | $0.00 | $151,520.00 | |
| 0063 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
| 0064 | REMOVAL OF FENCE | 619(B) 4725 | LF | 3,482.000 | 3,100.000 | 3,100.000 | $1.00 | $0.00 | $3,100.00 | |
| 0065 | (SP)REMOVAL OF OIL WELL EQUIPMENT | 619(B) 8700 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0066 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
| 0067 | (SP)PLUG OIL WELL | 619(B) 8710 | EA | 6.000 | 0.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
| 0068 | SAWING PAVEMENT | 619(C) 0924 | LF | 724.000 | 946.000 | 946.000 | $5.00 | $0.00 | $4,730.00 | |
| 0069 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 423.000 | 2,030.000 | 2,030.000 | $13.00 | $0.00 | $26,390.00 | |
| 0070 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 1,905.000 | 5,465.000 | 5,465.000 | $44.00 | $0.00 | $240,460.00 | |
| 0071 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 8,595.000 | 10,488.570 | 10,488.570 | $6.00 | $0.00 | $62,931.42 | |
| 0072 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 2,865.000 | 80.000 | 80.000 | $6.00 | $0.00 | $480.00 | |
| 8001 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 0.000 | 20.000 | 20.000 | $2,401.79 | $0.00 | $48,035.80 | |
| 8002 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $26,722.22 | $0.00 | $26,722.22 | |
| 8003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 16,043.200 | 16,043.200 | $11.91 | $0.00 | $191,074.51 | |
| 8004 | EMBANKMENTS | 202(E) 0110 | CY | 0.000 | 1,107.560 | 1,107.560 | $12.04 | $0.00 | $13,335.02 | |
| 8005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 0.000 | 1.000 | 1.000 | $25,786.84 | $0.00 | $25,786.84 | |
| 8006 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 6,085.220 | 6,085.220 | $3.97 | $0.00 | $24,158.32 | |
| 8010 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $140,945.31 | $0.00 | $140,945.31 | |
| 8011 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $12,032.37 | $0.00 | $12,032.37 | |
| 8012 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-8,482.72 | $0.00 | $-8,482.72 | |
| 8013 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-19,354.00 | $0.00 | $-19,354.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $8,666,333.23 | ||||||||
| Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0073 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 390.000 | 1,192.000 | 1,192.000 | $1.10 | $0.00 | $1,311.20 | |
| 0074 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 300.000 | 8,379.000 | 8,379.000 | $1.10 | $0.00 | $9,216.90 | |
| 0075 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,700.000 | 7,138.000 | 7,138.000 | $1.10 | $0.00 | $7,851.80 | |
| 0076 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,050.000 | 7,539.000 | 7,539.000 | $1.10 | $0.00 | $8,292.90 | |
| 0077 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 5,300.000 | 5,119.000 | 5,119.000 | $0.55 | $0.00 | $2,815.45 | |
| 0078 | FLAGGER | 880(I) 8902 | SD | 25.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $29,488.25 | ||||||||
| Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0301/SIGNING AND STRIPING | ||||||||
| 0079 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 317.240 | 449.170 | 449.170 | $13.00 | $0.00 | $5,839.21 | |
| 0080 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 542.500 | 799.320 | 799.320 | $7.00 | $0.00 | $5,595.24 | |
| 0081 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 59,932.000 | 82,486.000 | 82,486.000 | $0.50 | $0.00 | $41,243.00 | |
| 0082 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 2,620.000 | 2,589.000 | 2,589.000 | $1.20 | $0.00 | $3,106.80 | |
| 0083 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 225.000 | 348.000 | 348.000 | $6.60 | $0.00 | $2,296.80 | |
| 0084 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 14.000 | 59.000 | 59.000 | $60.00 | $0.00 | $3,540.00 | |
| 0085 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 6.000 | 4.000 | 4.000 | $120.00 | $0.00 | $480.00 | |
| 0086 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 16.000 | 10.000 | 10.000 | $33.00 | $0.00 | $330.00 | |
| Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $62,431.05 | ||||||||
| Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0302/LIGHTING | ||||||||
| 0087 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $220.00 | $0.00 | $220.00 | |
| Subtotals For Category 0302/LIGHTING | $0.00 | $220.00 | ||||||||
| Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0600/STAKING | ||||||||
| 0088 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
| 8007 | STAKING | 642 0098 | LSUM | 0.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $81,000.00 | ||||||||
| Fed/State Project Number: STP-157A(143)IG | Project: 22146(07) | Category: 0640/CONSTRUCTION | ||||||||
| 0089 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0090 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
| 0091 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $245,000.00 | $0.00 | $245,000.00 | |
| 0092 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 8008 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 0.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 8009 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 0.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $281,000.00 | ||||||||
| Subtotals For Project STP-157A(143)IG /22146(07) | $0.00 | $9,120,472.53 | ||||||||