| Contract ID: | 100547 | Estimate Number: | 0039 , Final | Spec Year: | 2009 | |||
| Primary JP: | 18850(04) | Residency: | ANTLERS (02100) | Contract No: | 610627 | |||
| Date Created: | 10/09/2013 | Contractor FEI: | 730626847 | Account No: | 400200 |
| Project Number(s): | NHY-022N(071) | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-70: FROM THE SH-147 JUNCTION, EXTEND EAST. PROJECT LENGTH = 5.285 MILES. | ||||||||
| Primary County: | CHOCTAW | ||||||||
| Name of Road: | US-70 | ||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | Time Charged: | 430.00 | ||||||
| P. O. BOX 748 | Time Allowed: | 430.00 | |||||||
| ENID , OK 73702 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $11,869,233.27 | 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. |
| THE CUMMINS CONSTRUCTION CO., 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: | 100547 | Estimate Number: | 0039 | Contract No: | 610627 | |||
| Residency: | ANTLERS (02100) | Estimate Type: | Final | Account No: | 400200 | |||
| Project Number(s): | NHY-022N(071) | ||||||||||||
| Primary Job Piece No: | 18850(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-70: FROM THE SH-147 JUNCTION, EXTEND EAST. PROJECT LENGTH = 5.285 MILES. | ||||||||||||
| Primary County: | CHOCTAW | ||||||||||||
| Name of Road: | US-70 | ||||||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
| P. O. BOX 748 | |||||||||||||
| ENID , OK 73702 | |||||||||||||
| Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
| Date Let: | 09/16/2010 | NTP Effective Date: | 02/07/2011 | Pay Period: | 08/16/2013 TO 10/09/2013 |
| Date Awarded: | 10/04/2010 | Date Work Began: | 02/07/2011 | Original Contract Time: | 360 |
| Date Contract Executed: | 10/21/2010 | Date Time Stopped: | 12/05/2012 | Current Time Charged: | 430.00 |
| Date NTP Issued: | 10/26/2010 | Completion Date: | 12/05/2012 | Current Time Allowed: | 430.00 |
| General Liability Expires: | 09/01/2014 | Workman's Comp Expires: | 01/01/2014 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | ||||
| Current Contract Amount: | $11,890,947.87 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $11,635,370.40 | Participating: | $11,487,909.61 | $11,487,909.61 | $0.00 | ||
| Percent Complete: | 99.82 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $21,714.60 | Total Earnings: | $11,487,909.61 | $11,487,909.61 | $0.00 | ||
| Unearned Balance: | $-233,862.87 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $11,487,909.61 | $11,487,909.61 | $0.00 | ||||
| Other Adjustments: | $381,323.66 | $381,323.66 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $11,869,233.27 | $11,869,233.27 | $0.00 | ||||
| Contract ID: | 100547 | Estimate Number: | 0039 | Primary JP: | 18850(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Adding Revised WMA Special Provision 708-22. | Approved | 07/31/2012 | 0.0 | $0.00 |
| 002 | Time extension due to additional work. | Approved | 09/10/2012 | 70.0 | $0.00 |
| 003 | Incentive Pay for Pavement Smoothness | Approved | 11/06/2012 | 0.0 | $152,145.08 |
| 004 | Final Quantity Change Order | Approved | 10/08/2013 | 0.0 | $114,311.83 |
| 005 | Deduction for Failed & Accepted Aggregate Base | Approved | 02/20/2013 | 0.0 | $-10,879.44 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 18850(04) | 0020 | Stockpiled Material Closure | 0038 | $-0.01 | |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0011 | $-20,886.81 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0012 | $-77,550.00 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0013 | $-20,679.99 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0015 | $-85,623.81 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0016 | $-2,178.00 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0025 | $-38,775.00 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0026 | $-37,258.47 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0028 | $-86,349.81 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0030 | $-1,308.99 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0031 | $-4,259.03 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Initial Payment | 0001 | $417,953.25 |
| 18850(04) | 0020 | Moisture Barrier Membrane | Stockpiled Material Adjustment | 0024 | $-43,083.33 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0028 | --8.0 | $2,000.00 | $-16,000.00 |
| System Application of Liquidated Damages | 0029 | --14 | $2,000.00 | $-28,000.00 |
| System Application of Liquidated Damages | 0030 | --12 | $2,000.00 | $-24,000.00 |
| System Application of Liquidated Damages | 0031 | --15 | $2,000.00 | $-30,000.00 |
| System Application of Liquidated Damages | 0032 | --11 | $2,000.00 | $-22,000.00 |
| System Application of Liquidated Damages | 0033 | -60.0 | $2,000.00 | $120,000.00 | 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 |
| 18850(04) | 0017 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0026 | 507.20 | $-21.45 | $-10,879.44 |
| 18850(04) | 0017 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0038 | 507.20 | $21.45 | $10,879.44 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0015 | 3,983.34 | $3.19 | $12,735.73 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 4,004.52 | $2.46 | $9,860.13 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 5,210.71 | $2.46 | $12,830.07 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0029 | 6,630.41 | $4.66 | $30,945.78 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 4,966.10 | $4.66 | $23,178.03 |
| 18850(04) | 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0032 | -40.00 | $53.30 | $-2,132.00 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 6,474.27 | $3.40 | $22,059.46 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -100.00 | $43.65 | $-4,365.00 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 7,621.13 | $3.19 | $24,366.66 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -20.00 | $43.65 | $-873.00 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -90.00 | $43.65 | $-3,928.50 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0015 | -10.00 | $43.65 | $-436.50 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 4,568.86 | $2.46 | $11,249.68 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 4,500.91 | $2.46 | $11,082.37 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 2,910.65 | $2.46 | $7,166.75 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 3,376.27 | $4.66 | $15,757.90 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 12,477.42 | $4.66 | $58,235.24 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 3,724.26 | $4.66 | $17,382.05 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 9,496.05 | $4.66 | $44,320.44 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0032 | -10.00 | $43.65 | $-436.50 |
| 18850(04) | 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0032 | -100.00 | $43.65 | $-4,365.00 |
| 18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 5,151.03 | $4.13 | $21,294.36 |
| 18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0032 | 4,254.36 | $4.13 | $17,587.52 |
| 18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0033 | 7,269.36 | $3.53 | $25,689.92 |
| 18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * HMA Deduction as per Sec. 411 | 0034 | -30.00 | $61.55 | $-1,846.50 |
| 18850(04) | 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 2,254.82 | $3.53 | $7,968.53 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 73.90 | $2.81 | $207.96 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 18.64 | $2.81 | $52.45 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 3,106.19 | $4.13 | $12,840.99 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 286.31 | $4.13 | $1,183.61 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 720.23 | $3.53 | $2,545.29 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0034 | -6.50 | $50.10 | $-325.65 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 3,536.04 | $3.53 | $12,496.37 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0034 | -60.00 | $50.10 | $-3,006.00 |
| 18850(04) | 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 0.32 | $3.17 | $1.02 | Subtotals For Line Item Adjustments | $381,323.66 | * = 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: | 100547 | Estimate Number: | 0039 | Primary JP: | 18850(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: NHY-022N(071) | Project: 18850(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 105,443.000 | 114,564.550 | 114,564.550 | $3.50 | $0.00 | $400,975.94 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 113,382.000 | 113,382.000 | 113,382.000 | $4.10 | $0.00 | $464,866.20 | |
| 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 SILT FENCE | 221(C) 2801 | LF | 19,633.000 | 2,383.000 | 2,383.000 | $2.90 | $0.00 | $6,910.70 | |
| 0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 4.000 | 0.000 | 0.000 | $298.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 1.000 | 0.000 | 0.000 | $478.00 | $0.00 | $0.00 | |
| 0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 4,478.000 | 574.000 | 574.000 | $10.00 | $0.00 | $5,740.00 | |
| 0009 | DITCH LINER PROTECTION | 229 4318 | LF | 2,383.000 | 0.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
| 0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 298,622.000 | 132,525.140 | 132,525.140 | $1.30 | $0.00 | $172,282.68 | |
| 0011 | WATERING | 230(F) 2812 | KGAL | 11,945.000 | 159.000 | 159.000 | $5.10 | $0.00 | $810.90 | |
| 0012 | SEEDING METHOD B | 232(B) 2814 | AC | 34.800 | 15.000 | 15.000 | $555.00 | $0.00 | $8,325.00 | |
| 0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 22.500 | 15.000 | 15.000 | $555.00 | $0.00 | $8,325.00 | |
| 0014 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 41.000 | 13.000 | 13.000 | $620.00 | $0.00 | $8,060.00 | |
| 0015 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 5.000 | 4.990 | 4.990 | $680.00 | $0.00 | $3,393.20 | |
| 0016 | MOWING | 241 2832 | AC | 84.200 | 0.000 | 0.000 | $69.00 | $0.00 | $0.00 | |
| 0017 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 49,244.000 | 78,183.660 | 78,183.660 | $21.45 | $0.00 | $1,677,039.50 | |
| 0018 | LIME | 307(D) 4230 | TON | 4,081.000 | 0.000 | 0.000 | $130.65 | $0.00 | $0.00 | |
| 0019 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 226,871.000 | 0.000 | 0.000 | $1.16 | $0.00 | $0.00 | |
| 0020 | MOISTURE BARRIER MEMBRANE | 325 5280 | SY | 290,164.000 | 253,799.440 | 253,799.440 | $2.45 | $0.00 | $621,808.63 | |
| 0021 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 18,196.000 | 32,103.710 | 32,103.710 | $9.75 | $0.00 | $313,011.18 | |
| 0022 | TACK COAT | 407(B) 0250 | GAL | 20,713.000 | 30,982.500 | 30,982.500 | $2.75 | $0.00 | $85,201.88 | |
| 0023 | PRIME COAT | 408 5774 | GAL | 31,271.000 | 44,775.000 | 44,775.000 | $4.65 | $0.00 | $208,203.76 | |
| 0024 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 25,473.000 | 24,795.080 | 24,795.080 | $53.30 | $0.00 | $1,321,577.76 | |
| 0025 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 55,992.000 | 55,149.820 | 55,149.820 | $43.65 | $0.00 | $2,407,289.64 | |
| 0026 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 16,982.000 | 18,929.570 | 18,929.570 | $61.55 | $0.00 | $1,165,115.04 | |
| 0027 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 6,368.000 | 7,741.630 | 7,741.630 | $50.10 | $0.00 | $387,855.65 | |
| 0028 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 93,400.000 | 101,022.000 | 101,022.000 | $0.13 | $0.00 | $13,132.86 | |
| 0029 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 602.000 | 1,042.600 | 1,042.600 | $10.00 | $0.00 | $10,426.00 | |
| 0030 | CLASS AA CONCRETE | 509(A) 0319 | CY | 188.000 | 476.670 | 476.670 | $440.00 | $0.00 | $209,734.80 | |
| 0031 | CLASS A CONCRETE | 509(B) 0321 | CY | 1,274.000 | 982.070 | 982.070 | $300.00 | $0.00 | $294,621.00 | |
| 0032 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 38.000 | 33.530 | 33.530 | $550.00 | $0.00 | $18,441.50 | |
| 0033 | CLASS C CONCRETE | 509(D) 0325 | CY | 278.000 | 1.100 | 1.100 | $195.00 | $0.00 | $214.50 | |
| 0034 | REINFORCING STEEL | 511(A) 0332 | LB | 230,401.000 | 232,053.460 | 232,053.460 | $0.70 | $0.00 | $162,437.42 | |
| 0035 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 1,160.000 | 0.000 | 0.000 | $37.20 | $0.00 | $0.00 | |
| 0036 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 387.000 | 0.000 | 0.000 | $27.25 | $0.00 | $0.00 | |
| 0037 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 4.000 | 4.000 | 4.000 | $1,201.00 | $0.00 | $4,804.00 | |
| 0038 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,242.000 | 1,288.000 | 1,288.000 | $34.80 | $0.00 | $44,822.40 | |
| 0039 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 462.000 | 148.000 | 148.000 | $28.35 | $0.00 | $4,195.80 | |
| 0040 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 575.000 | 862.000 | 862.000 | $29.20 | $0.00 | $25,170.40 | |
| 0041 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 84.000 | 125.000 | 125.000 | $32.40 | $0.00 | $4,050.00 | |
| 0042 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 100.000 | 0.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0043 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 100.000 | 0.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
| 0044 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 21.000 | 21.000 | 21.000 | $455.00 | $0.00 | $9,555.00 | |
| 0045 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 30.000 | 26.000 | 26.000 | $635.00 | $0.00 | $16,510.00 | |
| 0046 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 4.000 | 4.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
| 0047 | STANDARD BEDDING MATERIAL, CLASS A | 613(R) 1185 | CY | 338.000 | 307.930 | 307.930 | $21.00 | $0.00 | $6,466.53 | |
| 0048 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 100.000 | 0.000 | 0.000 | $28.00 | $0.00 | $0.00 | |
| 0049 | TRENCH EXCAVATION | 613(V) 1180 | CY | 118.000 | 296.070 | 296.070 | $8.00 | $0.00 | $2,368.56 | |
| 0050 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0051 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 15.000 | 23.000 | 23.000 | $500.00 | $0.00 | $11,500.00 | |
| 0052 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 102,976.000 | 104,000.190 | 104,000.190 | $1.00 | $0.00 | $104,000.19 | |
| 0053 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
| 0054 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 895.000 | 895.000 | 895.000 | $2.00 | $0.00 | $1,790.00 | |
| 0055 | SAWING PAVEMENT | 619(C) 0924 | LF | 228.000 | 0.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0056 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 6,500.000 | 4,791.000 | 4,791.000 | $3.40 | $0.00 | $16,289.40 | |
| 0057 | GATES-STYLE CLF (6'HIGH X 14'LONG) | 624(F) 5962 | EA | 7.000 | 1.000 | 1.000 | $825.00 | $0.00 | $825.00 | |
| 0058 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 5.000 | 0.000 | 0.000 | $25.40 | $0.00 | $0.00 | |
| 8000 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $152,145.08 | $0.00 | $152,145.08 | |
| 8001 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $403,038.27 | $0.00 | $0.00 | |
| 8002 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-10,879.44 | $0.00 | $-10,879.44 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $10,493,413.66 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0200/BRIDGE 'E' | ||||||||
| 0059 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,140.000 | 1,140.000 | 1,140.000 | $4.00 | $0.00 | $4,560.00 | |
| 0060 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 267.000 | 442.780 | 442.780 | $10.00 | $0.00 | $4,427.80 | |
| 0061 | CLASS AA CONCRETE | 509(A) 1326 | CY | 627.000 | 729.130 | 729.130 | $366.00 | $0.00 | $266,861.58 | |
| 0062 | REINFORCING STEEL | 511(A) 1332 | LB | 87,330.000 | 100,279.180 | 100,279.180 | $0.73 | $0.00 | $73,203.80 | |
| 0063 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 44.000 | 44.000 | 44.000 | $26.00 | $0.00 | $1,144.00 | |
| 0064 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 50.000 | 30.000 | 30.000 | $26.00 | $0.00 | $780.00 | |
| 0065 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
| Subtotals For Category 0200/BRIDGE 'E' | $0.00 | $353,977.18 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0300/TRAFFIC | ||||||||
| 0066 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.000 | 1.600 | 1.600 | $250.00 | $0.00 | $400.00 | |
| 0067 | REINFORCING STEEL | 804(B) 2916 | LB | 48.000 | 186.000 | 186.000 | $2.00 | $0.00 | $372.00 | |
| 0068 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $55.00 | $0.00 | $55.00 | |
| 0069 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 428.000 | 471.990 | 471.990 | $22.00 | $0.00 | $10,383.78 | |
| 0070 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 126.000 | 120.000 | 120.000 | $23.00 | $0.00 | $2,760.00 | |
| 0071 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 245.000 | 224.000 | 224.000 | $15.25 | $0.00 | $3,416.00 | |
| 0072 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 576.000 | 560.000 | 560.000 | $15.25 | $0.00 | $8,540.00 | |
| 0073 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 119,193.000 | 140,613.000 | 140,613.000 | $0.38 | $0.00 | $53,432.94 | |
| 0074 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,000.000 | 113,088.000 | 113,088.000 | $1.00 | $0.00 | $113,088.00 | |
| 0075 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 105,000.000 | 10,786.000 | 10,786.000 | $1.00 | $0.00 | $10,786.00 | |
| 0076 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 1,600.000 | 1,492.000 | 1,492.000 | $2.00 | $0.00 | $2,984.00 | |
| 0077 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 17,552.000 | 17,552.000 | $1.50 | $0.00 | $26,328.00 | |
| 0078 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 45,000.000 | 18,942.000 | 18,942.000 | $0.03 | $0.00 | $568.26 | |
| 0079 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 30,000.000 | 22,489.000 | 22,489.000 | $0.03 | $0.00 | $674.67 | |
| 0080 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 27,000.000 | 15,791.000 | 15,791.000 | $0.03 | $0.00 | $473.73 | |
| 0081 | CONSTRUCTION BARRICADES(TYPE I) | 880(C) 8830 | SD | 2,500.000 | 3,167.000 | 3,167.000 | $0.25 | $0.00 | $791.75 | |
| 0082 | CONSTRUCTION BARRICADES(TYPE II) | 880(C) 8836 | SD | 6,000.000 | 0.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
| 0083 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 18,000.000 | 16,064.000 | 16,064.000 | $0.25 | $0.00 | $4,016.00 | |
| 0084 | WING BARRICADES | 880(C) 8848 | SD | 12,000.000 | 2,242.000 | 2,242.000 | $0.05 | $0.00 | $112.10 | |
| 0085 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 17,583.000 | 17,583.000 | $0.35 | $0.00 | $6,154.05 | |
| 0086 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 69,000.000 | 29,231.000 | 29,231.000 | $0.03 | $0.00 | $876.93 | |
| 0087 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 97,500.000 | 0.000 | 0.000 | $0.03 | $0.00 | $0.00 | |
| 0088 | DRUMS | 880(F) 8878 | SD | 90,000.000 | 71,142.000 | 71,142.000 | $0.18 | $0.00 | $12,805.56 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $259,018.77 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0600/STAKING | ||||||||
| 0089 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $92,285.00 | $0.00 | $92,285.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $92,285.00 | ||||||||
| Fed/State Project Number: NHY-022N(071) | Project: 18850(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0090 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $6,600.00 | $0.00 | $6,600.00 | |
| 0091 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $7,615.00 | $0.00 | $7,615.00 | |
| 0092 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $275,000.00 | $0.00 | $275,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $289,215.00 | ||||||||
| Subtotals For Project NHY-022N(071) /18850(04) | $0.00 | $11,487,909.61 | ||||||||