| Contract ID: | 110291 | Estimate Number: | 0033 , Final | Spec Year: | 2009 | |||
| Primary JP: | 20973(04) | Residency: | WEWOKA (03300) | Contract No: | 710133 | |||
| Date Created: | 12/01/2014 | Contractor FEI: | 730776271 | Account No: | 400300 |
| Project Number(s): | STPY-132B(071) | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-75: FROM GRAND AVENUE IN THE CITY OF WETUMKA, EXTEND NORTHEAST. PROJECT LENGTH = 2.727 MILES. | ||||||||
| Primary County: | HUGHES | ||||||||
| Name of Road: | US-75 | ||||||||
| Prime Contractor: | SEWELL BROS., INC. | Time Charged: | 300.00 | ||||||
| 1220 E. MAIN | Time Allowed: | 330.00 | |||||||
| CORDELL , OK 73632 | Percent Time: | 90.91 % | |||||||
| Paid To Date: | $7,929,645.69 | 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. |
| SEWELL BROS., 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: | 110291 | Estimate Number: | 0033 | Contract No: | 710133 | |||
| Residency: | WEWOKA (03300) | Estimate Type: | Final | Account No: | 400300 | |||
| Project Number(s): | STPY-132B(071) | ||||||||||||
| Primary Job Piece No: | 20973(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-75: FROM GRAND AVENUE IN THE CITY OF WETUMKA, EXTEND NORTHEAST. PROJECT LENGTH = 2.727 MILES. | ||||||||||||
| Primary County: | HUGHES | ||||||||||||
| Name of Road: | US-75 | ||||||||||||
| Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
| 1220 E. MAIN | |||||||||||||
| CORDELL , OK 73632 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 06/16/2011 | NTP Effective Date: | 11/07/2011 | Pay Period: | 08/01/2014 TO 12/01/2014 |
| Date Awarded: | 07/11/2011 | Date Work Began: | 08/15/2011 | Original Contract Time: | 330 |
| Date Contract Executed: | 07/22/2011 | Date Time Stopped: | 12/03/2012 | Current Time Charged: | 300.00 |
| Date NTP Issued: | 07/29/2011 | Completion Date: | 12/03/2012 | Current Time Allowed: | 330.00 |
| General Liability Expires: | 07/01/2015 | Workman's Comp Expires: | 07/01/2015 | Percent Time Used: | 90.91 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $8,521,068.29 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $8,645,970.02 | Participating: | $7,948,562.64 | $7,948,562.64 | $0.00 | ||
| Percent Complete: | 91.71 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $716,324.33 | Total Earnings: | $7,948,562.64 | $7,948,562.64 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $7,948,562.64 | $7,948,562.64 | $0.00 | ||||
| Other Adjustments: | $101,083.05 | $101,083.05 | $0.00 | ||||
| Liq Dam/Disincentive: | $-120,000.00 | $-120,000.00 | $0.00 | ||||
| TOTAL: | $7,929,645.69 | $7,929,645.69 | $0.00 | ||||
| Contract ID: | 110291 | Estimate Number: | 0033 | Primary JP: | 20973(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Adding three new pay items to the contract. | Approved | 01/10/2012 | 0.0 | $77,951.56 |
| 002 | Adding Concrete Slope Wall to the contract. | Approved | 03/05/2012 | 0.0 | $-65,580.25 |
| 003 | Add Smoothness to the Contract | Approved | 05/22/2012 | 0.0 | $0.00 |
| 004 | Increase C Time and add two pay items | Approved | 12/04/2012 | 48.0 | $11,945.00 |
| 005 | Add Smoothness Bonus | Approved | 08/13/2013 | 0.0 | $35,005.17 |
| 006 | Unclassified Excavation | Approved | 08/28/2013 | 0.0 | $0.00 |
| 007 | Trackless Tack Coat | Approved | 02/25/2014 | 0.0 | $0.00 |
| 008 | Final Quantity Change Order | Approved | 09/26/2014 | 0.0 | $-631,827.17 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20973(04) | 0023 | Stockpiled Material Closure | 0031 | $-0.01 | |
| 20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0008 | $53,295.00 |
| 20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0010 | $-9,434.93 |
| 20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-12,413.84 |
| 20973(04) | 0023 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-31,446.22 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Milstone Adjust. (C/O) | 0029 | $120,000.00 | Subtotals For Contract Adjustments | $120,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 20973(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 30,030.00 | $-0.01 | $-338.74 |
| 20973(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 15,008.00 | $-0.01 | $-169.29 |
| 20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 217.01 | $-0.13 | $-29.85 |
| 20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 4,745.15 | $-0.13 | $-652.70 |
| 20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 621.84 | $-0.13 | $-85.53 |
| 20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 454.91 | $0.55 | $253.64 |
| 20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 97.44 | $0.55 | $54.33 |
| 20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0031 | 19.56 | $-0.55 | $-10.91 |
| 20973(04) | 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-332.00 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 3,984.87 | $-0.24 | $-966.53 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,568.20 | $-0.13 | $-215.71 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 4,147.90 | $-0.13 | $-570.54 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,407.88 | $-0.13 | $-331.20 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 118.91 | $-0.13 | $-16.36 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,201.41 | $0.55 | $669.85 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 1,091.07 | $0.55 | $608.33 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 401.59 | $0.55 | $223.91 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0031 | 0.00 | $0.00 | $-11,172.73 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | -28.26 | $-0.55 | $15.76 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $11,172.73 |
| 20973(04) | 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0032 | 0.00 | $0.00 | $-9,286.02 |
| 20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 2,518.94 | $-0.15 | $-395.98 |
| 20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 163.69 | $-0.15 | $-25.73 |
| 20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 1,303.20 | $0.63 | $830.40 |
| 20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 187.99 | $0.63 | $119.79 |
| 20973(04) | 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * QAQC | 0031 | 0.00 | $0.00 | $-35.29 |
| 20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 395.57 | $-0.15 | $-62.18 |
| 20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,959.78 | $-0.15 | $-308.08 |
| 20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 155.81 | $0.63 | $99.28 |
| 20973(04) | 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,005.22 | $0.63 | $1,277.73 |
| 20973(04) | 0031 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 789.17 | $0.70 | $555.24 |
| 20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0003 | 0.00 | $0.00 | $-1,701.00 |
| 20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0003 | 0.00 | $0.00 | $-1,472.00 |
| 20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0012 | 0.00 | $0.00 | $1,701.00 |
| 20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0012 | 0.00 | $0.00 | $1,472.00 |
| 20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0031 | 0.00 | $0.00 | $-3,057.55 |
| 20973(04) | 0036 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0031 | 0.00 | $0.00 | $-2,774.72 |
| 20973(04) | 0111 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 3,100.00 | $0.00 | $0.53 |
| 20973(04) | 0111 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0002 | 0.00 | $0.00 | $53.04 |
| 20973(04) | 0113 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0003 | 0.00 | $0.00 | $-2,231.25 |
| 20973(04) | 0113 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0012 | 0.00 | $0.00 | $2,231.25 |
| 20973(04) | 0113 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0031 | 0.00 | $0.00 | $-4,083.19 |
| 20973(04) | 0115 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 2,275.00 | $0.00 | $0.39 |
| 20973(04) | 0115 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0002 | 0.00 | $0.00 | $38.53 |
| 20973(04) | 0115 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0018 | 1,000.00 | $0.01 | $14.28 |
| 20973(04) | 8003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 10,000.00 | $-0.02 | $-292.80 |
| 20973(04) | 8003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0016 | 6,976.54 | $0.04 | $308.92 | Subtotals For Line Item Adjustments | $-18,916.95 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | Incentive/Disincentive Part 1 | 08/15/2011 | 03/27/2012 | 225.00 DYS | $3,000.00 | Y | |||
| 02 | Incentive/Disincentive Part 2 | 03/28/2012 | 07/29/2012 | 123.00 DYS | $2,500.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 02 | System Application of Disincentive Adj | 0019 | $-2,500.00 |
| 02 | System Application of Disincentive Adj | 0020 | $-2,500.00 |
| 02 | System Application of Disincentive Adj | 0021 | $-42,500.00 |
| 02 | System Application of Disincentive Adj | 0022 | $-37,500.00 |
| 02 | System Application of Disincentive Adj | 0023 | $-35,000.00 | Subtotals For Milestones | $-120,000.00 |
| Contract ID: | 110291 | Estimate Number: | 0033 | Primary JP: | 20973(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: STPY-132B(071) | Project: 20973(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 116,752.000 | 116,752.000 | 116,752.000 | $3.35 | $0.00 | $391,119.20 | |
| 0003 | (SP) DYNAMIC COMPACTION | 202(J) 5200 | KTFT | 11,000.000 | 0.000 | 0.000 | $16.50 | $0.00 | $0.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
| 0005 | TEMPORARY SLOPE DRAINS | 221(A) 2800 | LF | 450.000 | 0.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
| 0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 31,980.000 | 15,416.000 | 15,416.000 | $1.10 | $0.00 | $16,957.60 | |
| 0007 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 131.000 | 0.000 | 0.000 | $165.00 | $0.00 | $0.00 | |
| 0008 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 2.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0009 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 6,220.000 | 294.000 | 294.000 | $5.15 | $0.00 | $1,514.10 | |
| 0010 | DITCH LINER PROTECTION | 229 4318 | LF | 1,863.000 | 3,953.000 | 3,953.000 | $1.25 | $0.00 | $4,941.25 | |
| 0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 59,332.000 | 170,998.840 | 170,998.840 | $1.07 | $0.00 | $182,968.76 | |
| 0012 | WATERING | 230(F) 2812 | KGAL | 3,825.000 | 1,315.000 | 1,315.000 | $5.50 | $0.00 | $7,232.50 | |
| 0013 | SEEDING METHOD B | 232(B) 2814 | AC | 25.050 | 0.000 | 0.000 | $354.00 | $0.00 | $0.00 | |
| 0014 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 62.350 | 27.230 | 27.230 | $242.00 | $0.00 | $6,589.66 | |
| 0015 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 7.810 | 16.050 | 16.050 | $650.00 | $0.00 | $10,432.50 | |
| 0016 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 4.540 | 3.650 | 3.650 | $500.00 | $0.00 | $1,825.00 | |
| 0017 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 29,822.000 | 16,634.380 | 16,634.380 | $41.00 | $0.00 | $682,009.58 | |
| 0018 | FLY ASH | 307(A) 4200 | TON | 3,196.000 | 3,293.130 | 3,293.130 | $55.00 | $0.00 | $181,122.15 | |
| 0019 | LIME | 307(D) 4230 | TON | 121.000 | 143.370 | 143.370 | $150.00 | $0.00 | $21,505.50 | |
| 0020 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 73,982.000 | 70,097.290 | 70,097.290 | $1.20 | $0.00 | $84,116.74 | |
| 0021 | LIME PRETREATMENT | 307(G) 4260 | SY | 11,098.000 | 15,984.930 | 15,984.930 | $2.00 | $0.00 | $31,969.86 | |
| 0022 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,174.000 | 1,926.910 | 1,926.910 | $1.50 | $0.00 | $2,890.36 | |
| 0023 | SEPARATOR FABRIC | 325 5271 | SY | 73,982.000 | 69,850.300 | 69,850.300 | $1.60 | $0.00 | $111,760.49 | |
| 0024 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 6,704.000 | 5,894.880 | 5,894.880 | $28.00 | $0.00 | $165,056.64 | |
| 0025 | TACK COAT | 407(B) 0250 | GAL | 7,099.000 | 8,239.500 | 8,239.500 | $3.30 | $0.00 | $27,190.35 | |
| 0026 | PRIME COAT | 408 5774 | GAL | 8,605.000 | 24,599.850 | 24,599.850 | $5.45 | $0.00 | $134,069.19 | |
| 0027 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 5,921.000 | 6,155.910 | 6,155.910 | $83.00 | $0.00 | $510,940.53 | |
| 0028 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 15,244.000 | 14,893.570 | 14,893.570 | $69.50 | $0.00 | $1,035,103.14 | |
| 0029 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 3,948.000 | 4,173.820 | 4,173.820 | $89.00 | $0.00 | $371,469.98 | |
| 0030 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,944.000 | 4,541.260 | 4,541.260 | $82.50 | $0.00 | $374,653.96 | |
| 0031 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 416.000 | 789.170 | 789.170 | $86.00 | $0.00 | $67,868.62 | |
| 0032 | COLD MILLING PAVEMENT | 412 5267 | SY | 6,878.000 | 654.780 | 654.780 | $10.00 | $0.00 | $6,547.80 | |
| 0033 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 4,436.000 | 21,923.000 | 21,923.000 | $0.28 | $0.00 | $6,138.44 | |
| 0034 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 295.000 | 215.100 | 215.100 | $7.00 | $0.00 | $1,505.70 | |
| 0035 | STRUCTURAL STEEL A36 | 506(A) 6005 | LB | 2,470.000 | 2,470.000 | 2,470.000 | $5.00 | $0.00 | $12,350.00 | |
| 0036 | CLASS AA CONCRETE | 509(A) 0319 | CY | 449.000 | 449.060 | 449.060 | $400.00 | $0.00 | $179,624.00 | |
| 0037 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 88.000 | 89.860 | 89.860 | $500.00 | $0.00 | $44,930.00 | |
| 0038 | CLASS C CONCRETE | 509(D) 0325 | CY | 205.280 | 545.980 | 545.980 | $245.00 | $0.00 | $133,765.10 | |
| 0039 | REINFORCING STEEL | 511(A) 0332 | LB | 79,850.000 | 80,400.270 | 80,400.270 | $0.85 | $0.00 | $68,340.23 | |
| 0040 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 3,194.000 | 3,976.140 | 3,976.140 | $36.00 | $0.00 | $143,141.04 | |
| 0041 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 1,434.000 | 1,113.120 | 1,113.120 | $29.00 | $0.00 | $32,280.48 | |
| 0042 | FILTER FABRIC (RIPRAP) | 601(I) 6312 | SY | 5,293.000 | 3,672.780 | 3,672.780 | $5.00 | $0.00 | $18,363.90 | |
| 0043 | GABIONS | 602(A) 4154 | CY | 145.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| 0044 | REVETMENT MATTRESSES | 602(B) 5860 | SY | 1,860.000 | 0.000 | 0.000 | $52.00 | $0.00 | $0.00 | |
| 0045 | 2'-8" COMB. CURB & GUTTER (4" MNTBLE) | 609(B) 1523 | LF | 4,731.000 | 4,744.000 | 4,744.000 | $18.00 | $0.00 | $85,392.00 | |
| 0046 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 2,657.320 | 2,842.370 | 2,842.370 | $20.00 | $0.00 | $56,847.40 | |
| 0047 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 80.450 | 152.310 | 152.310 | $45.00 | $0.00 | $6,853.95 | |
| 0048 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 358.000 | 517.690 | 517.690 | $50.00 | $0.00 | $25,884.50 | |
| 0049 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 3.000 | 3.000 | $2,000.00 | $0.00 | $6,000.00 | |
| 0050 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 6.250 | 6.250 | 6.250 | $100.00 | $0.00 | $625.00 | |
| 0051 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 5.000 | 5.000 | 5.000 | $3,000.00 | $0.00 | $15,000.00 | |
| 0052 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
| 0053 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 8.000 | 8.000 | 8.000 | $4,000.00 | $0.00 | $32,000.00 | |
| 0054 | INLET CDI RCP DES. 1 | 611(G) 5704 | EA | 10.000 | 11.000 | 11.000 | $2,750.00 | $0.00 | $30,250.00 | |
| 0055 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 4.000 | 4.000 | 4.000 | $2,000.00 | $0.00 | $8,000.00 | |
| 0056 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 4.440 | 6.770 | 6.770 | $225.00 | $0.00 | $1,523.25 | |
| 0057 | ADD'L DEPTH IN INLET CDI RCP DES. 1 | 611(H) 5789 | VF | 69.630 | 62.540 | 62.540 | $200.00 | $0.00 | $12,508.00 | |
| 0058 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 8.000 | 24.000 | 24.000 | $1,000.00 | $0.00 | $24,000.00 | |
| 0059 | 15" R.C.PIPE CLASS III | 613(A) 0403 | LF | 78.000 | 78.000 | 78.000 | $18.00 | $0.00 | $1,404.00 | |
| 0060 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 510.000 | 545.500 | 545.500 | $22.00 | $0.00 | $12,001.00 | |
| 0061 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 244.000 | 242.000 | 242.000 | $34.00 | $0.00 | $8,228.00 | |
| 0062 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 436.000 | 418.000 | 418.000 | $49.00 | $0.00 | $20,482.00 | |
| 0063 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 408.000 | 410.000 | 410.000 | $68.00 | $0.00 | $27,880.00 | |
| 0064 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 936.000 | 901.000 | 901.000 | $85.00 | $0.00 | $76,585.00 | |
| 0065 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 280.000 | 272.000 | 272.000 | $108.00 | $0.00 | $29,376.00 | |
| 0066 | 19" X 30" R.C.PIPE ELLIPTICAL CLASS HE-IV | 613(A) 4520 | LF | 380.000 | 359.000 | 359.000 | $60.00 | $0.00 | $21,540.00 | |
| 0067 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 1,541.000 | 1,599.000 | 1,599.000 | $19.00 | $0.00 | $30,381.00 | |
| 0068 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 226.000 | 286.000 | 286.000 | $25.00 | $0.00 | $7,150.00 | |
| 0069 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 4,000.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0070 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 800.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0071 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 2,658.000 | 1,893.000 | 1,893.000 | $10.00 | $0.00 | $18,930.00 | |
| 0072 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 200.000 | 247.000 | 247.000 | $15.00 | $0.00 | $3,705.00 | |
| 0073 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 3.000 | 2.000 | 2.000 | $445.00 | $0.00 | $890.00 | |
| 0074 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5738 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 0075 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 20.000 | 22.000 | 22.000 | $1,020.00 | $0.00 | $22,440.00 | |
| 0076 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 4.000 | 4.000 | $1,020.00 | $0.00 | $4,080.00 | |
| 0077 | TYPE C4 SLOPED CONCRETE END SECTION | 613(N) 7502 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
| 0078 | TYPE D4 SLOPED CONCRETE END SECTION | 613(N) 7503 | EA | 2.000 | 2.000 | 2.000 | $2,500.00 | $0.00 | $5,000.00 | |
| 0079 | TYPE C6 SLOPED CONCRETE END SECTION | 613(N) 7522 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
| 0080 | TYPE D6 SLOPED CONCRETE END SECTION | 613(N) 7523 | EA | 2.000 | 2.000 | 2.000 | $2,800.00 | $0.00 | $5,600.00 | |
| 0081 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 10.000 | 6.000 | 6.000 | $500.00 | $0.00 | $3,000.00 | |
| 0082 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 2,460.000 | 2,226.500 | 2,226.500 | $49.00 | $0.00 | $109,098.50 | |
| 0083 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 395.000 | 0.000 | 0.000 | $52.00 | $0.00 | $0.00 | |
| 0084 | TRENCH EXCAVATION | 613(V) 1180 | CY | 4,921.000 | 4,741.120 | 4,741.120 | $10.00 | $0.00 | $47,411.20 | |
| 0085 | 24" JACKED CONDUIT | 613(W) 4500 | LF | 148.000 | 144.000 | 144.000 | $410.00 | $0.00 | $59,040.00 | |
| 0086 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 615(A) 6120 | LF | 40.000 | 0.000 | 0.000 | $104.00 | $0.00 | $0.00 | |
| 0087 | 4" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5221 | LF | 1,280.000 | 0.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
| 0088 | 1" COPPER WATER SERVICE PIPE (SHORT) | 616(C) 0890 | EA | 3.000 | 0.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
| 0089 | 1" COPPER WATER SERVICE PIPE (LONG) | 616(C) 0892 | EA | 5.000 | 0.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
| 0090 | 4" VALVES | 616(D) 0860 | EA | 3.000 | 0.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
| 0091 | 8" VALVES | 616(D) 0862 | EA | 2.000 | 0.000 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
| 0092 | METER INSTALLATION 5/8" | 616(F) 5204 | EA | 8.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
| 0093 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0094 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 3.000 | 3.000 | $1,000.00 | $0.00 | $3,000.00 | |
| 0095 | REMOVAL OF FENCE | 619(B) 4725 | LF | 7,845.000 | 7,335.000 | 7,335.000 | $1.00 | $0.00 | $7,335.00 | |
| 0096 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 5,134.000 | 4,885.740 | 4,885.740 | $3.00 | $0.00 | $14,657.22 | |
| 0097 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 18,309.000 | 24,065.840 | 24,065.840 | $3.00 | $0.00 | $72,197.52 | |
| 0098 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
| 0099 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 8.000 | 149.890 | 149.890 | $62.50 | $0.00 | $9,368.13 | |
| 0100 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 444.000 | 447.000 | 447.000 | $1.00 | $0.00 | $447.00 | |
| 0101 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 80.000 | 42.300 | 42.300 | $4.00 | $0.00 | $169.20 | |
| 0102 | REMOVE WATER METER AND METER CAN | 619(B) 7200 | EA | 1.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0103 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,943.000 | 7,028.840 | 7,028.840 | $5.00 | $0.00 | $35,144.20 | |
| 0104 | GATES-STYLE WWF (4.5'HIGH X 12'LONG) | 624(B) 4462 | EA | 6.000 | 4.000 | 4.000 | $550.00 | $0.00 | $2,200.00 | |
| 0105 | GATES-STYLE WWF (4.5'HIGH X 20'LONG) | 624(B) 4468 | EA | 1.000 | 2.000 | 2.000 | $880.00 | $0.00 | $1,760.00 | |
| 0106 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 17,536.000 | 17,014.170 | 17,014.170 | $3.30 | $0.00 | $56,146.76 | |
| 0107 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E) 4292 | LF | 92.000 | 210.000 | 210.000 | $33.00 | $0.00 | $6,930.00 | |
| 0108 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
| 0109 | MAILBOX | 629(C) 4960 | EA | 1.000 | 0.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0110 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 1.000 | 3.000 | 3.000 | $15.00 | $0.00 | $45.00 | |
| 8001 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 0.000 | 5,020.440 | 5,020.440 | $3.37 | $0.00 | $16,918.88 | |
| 8002 | PLUG ABANDONED WELL | 619(B) 8715 | LF | 0.000 | 15.000 | 15.000 | $186.66 | $0.00 | $2,799.90 | |
| 8003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 16,976.540 | 16,976.540 | $5.98 | $0.00 | $101,519.71 | |
| 8004 | SLOPE WALL (4") | 510(C) 6137 | SY | 0.000 | 390.330 | 390.330 | $55.04 | $0.00 | $21,483.76 | |
| 8005 | (SP) DYNAMIC COMPACTION | 202(J) 5200 | KTFT | 0.000 | 3,709.700 | 3,709.700 | $18.84 | $0.00 | $69,890.75 | |
| 8006 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 13.000 | 13.000 | $765.00 | $0.00 | $9,945.00 | |
| 8007 | REPLACEMENT OF MANHOLE FRAME & COVER | 611(C) 4215 | EA | 0.000 | 4.000 | 4.000 | $500.00 | $0.00 | $2,000.00 | |
| 8008 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 35,005.170 | 35,005.170 | $1.00 | $0.00 | $35,005.17 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $6,516,063.35 | ||||||||
| Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0111 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 7,369.000 | 7,369.000 | 7,369.000 | $3.55 | $0.00 | $26,159.95 | |
| 0112 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 413.000 | 412.580 | 412.580 | $7.00 | $0.00 | $2,888.06 | |
| 0113 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,169.200 | 1,169.200 | 1,169.200 | $375.00 | $0.00 | $438,450.00 | |
| 0114 | REINFORCING STEEL | 511(A) 1332 | LB | 155,630.000 | 155,630.000 | 155,630.000 | $1.00 | $0.00 | $155,630.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $623,128.01 | ||||||||
| Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0201/BRIDGE 'B' | ||||||||
| 0115 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 3,275.000 | 3,275.000 | 3,275.000 | $3.55 | $0.00 | $11,626.25 | |
| 0116 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 195.000 | 193.920 | 193.920 | $7.00 | $0.00 | $1,357.44 | |
| 0117 | CLASS AA CONCRETE | 509(A) 1326 | CY | 522.100 | 522.100 | 522.100 | $385.00 | $0.00 | $201,008.50 | |
| 0118 | REINFORCING STEEL | 511(A) 1332 | LB | 100,180.000 | 100,180.000 | 100,180.000 | $1.00 | $0.00 | $100,180.00 | |
| Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $314,172.19 | ||||||||
| Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0300/TRAFFIC | ||||||||
| 0119 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 325.030 | 323.490 | 323.490 | $23.00 | $0.00 | $7,440.27 | |
| 0120 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 81.000 | 81.000 | 81.000 | $5.25 | $0.00 | $425.25 | |
| 0121 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 718.500 | 719.000 | 719.000 | $8.75 | $0.00 | $6,291.25 | |
| 0122 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 30.000 | 0.000 | 0.000 | $14.25 | $0.00 | $0.00 | |
| 0123 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 44,680.000 | 46,069.000 | 46,069.000 | $0.46 | $0.00 | $21,191.74 | |
| 0124 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 140.000 | 0.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
| 0125 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 420.000 | 266.000 | 266.000 | $3.30 | $0.00 | $877.80 | |
| 0126 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 2.000 | 2.000 | 2.000 | $525.00 | $0.00 | $1,050.00 | |
| 0127 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 22,400.000 | 20,463.000 | 20,463.000 | $0.16 | $0.00 | $3,274.08 | |
| 0128 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 1,000.000 | 0.000 | 0.000 | $0.72 | $0.00 | $0.00 | |
| 0129 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 9,680.000 | 486.000 | 486.000 | $0.42 | $0.00 | $204.12 | |
| 0130 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 2,100.000 | 1,150.000 | 1,150.000 | $0.27 | $0.00 | $310.50 | |
| 0131 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 150.000 | 198.000 | 198.000 | $8.25 | $0.00 | $1,633.50 | |
| 0132 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,480.000 | 600.000 | 600.000 | $20.00 | $0.00 | $12,000.00 | |
| 0133 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,040.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0134 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,520.000 | 3,719.000 | 3,719.000 | $0.04 | $0.00 | $148.76 | |
| 0135 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,190.000 | 7,660.000 | 7,660.000 | $0.04 | $0.00 | $306.40 | |
| 0136 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,610.000 | 11,521.000 | 11,521.000 | $2.50 | $0.00 | $28,802.50 | |
| 0137 | CONSTRUCTION BARRICADES(TYPE II) | 880(C) 8836 | SD | 6,480.000 | 0.000 | 0.000 | $0.04 | $0.00 | $0.00 | |
| 0138 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,070.000 | 6,485.000 | 6,485.000 | $0.47 | $0.00 | $3,047.95 | |
| 0139 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 1,520.000 | 1,520.000 | $0.62 | $0.00 | $942.40 | |
| 0140 | VERTICAL PANELS | 880(D) 8854 | SD | 3,600.000 | 6,060.000 | 6,060.000 | $0.57 | $0.00 | $3,454.20 | |
| 0141 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 24,810.000 | 25,251.000 | 25,251.000 | $0.07 | $0.00 | $1,767.57 | |
| 0142 | DRUMS | 880(F) 8878 | SD | 2,400.000 | 35,044.000 | 35,044.000 | $0.70 | $0.00 | $24,530.80 | |
| 0143 | FLAGGER | 880(I) 8902 | SD | 30.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $117,699.09 | ||||||||
| Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0600/STAKING | ||||||||
| 0144 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 1.000 | $73,500.00 | $0.00 | $73,500.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $73,500.00 | ||||||||
| Fed/State Project Number: STPY-132B(071) | Project: 20973(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0145 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
| 0146 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
| 0147 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $240,000.00 | $0.00 | $240,000.00 | |
| 0148 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $56,000.00 | $0.00 | $56,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $304,000.00 | ||||||||
| Subtotals For Project STPY-132B(071) /20973(04) | $0.00 | $7,948,562.64 | ||||||||