| Contract ID: | 100528 | Estimate Number: | 0034 , Final | Spec Year: | 1999 | |||
| Primary JP: | 17360(18) | Residency: | BUFFALO (06100) | Contract No: | 610779 | |||
| Date Created: | 07/07/2015 | Contractor FEI: | 730626847 | Account No: | 400600 |
| Project Number(s): | NHY-147N(075)IP | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-412: FROM 8.4 MILES EAST OF THE US-281 JUNCTION, EXTEND EAST. PROJECT LENGTH = 6.640 MILES. | ||||||||
| Primary County: | MAJOR | ||||||||
| Name of Road: | US-412 | ||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | Time Charged: | 860.00 | ||||||
| P. O. BOX 748 | Time Allowed: | 896.00 | |||||||
| ENID , OK 73702 | Percent Time: | 95.98 % | |||||||
| Paid To Date: | $9,515,215.00 | Payable This Statement: | $33,599.20 |
| 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: | 100528 | Estimate Number: | 0034 | Contract No: | 610779 | |||
| Residency: | BUFFALO (06100) | Estimate Type: | Final | Account No: | 400600 | |||
| Project Number(s): | NHY-147N(075)IP | ||||||||||||
| Primary Job Piece No: | 17360(18) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-412: FROM 8.4 MILES EAST OF THE US-281 JUNCTION, EXTEND EAST. PROJECT LENGTH = 6.640 MILES. | ||||||||||||
| Primary County: | MAJOR | ||||||||||||
| Name of Road: | US-412 | ||||||||||||
| Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
| P. O. BOX 748 | |||||||||||||
| ENID , OK 73702 | |||||||||||||
| Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
| Date Let: | 10/21/2010 | NTP Effective Date: | 01/24/2011 | Pay Period: | 01/01/2013 TO 05/12/2015 |
| Date Awarded: | 11/08/2010 | Date Work Began: | 01/24/2011 | Original Contract Time: | 310 |
| Date Contract Executed: | 11/24/2010 | Date Time Stopped: | 05/31/2013 | Current Time Charged: | 860.00 |
| Date NTP Issued: | 12/02/2010 | Completion Date: | 05/31/2013 | Current Time Allowed: | 896.00 |
| General Liability Expires: | 09/01/2015 | Workman's Comp Expires: | 01/01/2016 | Percent Time Used: | 95.98 % |
| Specification Year: | 1999 | ||||
| Bid Amount: | $9,815,494.00 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $10,531,136.38 | Participating: | $9,193,840.39 | $9,161,537.62 | $32,302.77 | ||
| Percent Complete: | 90.35 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $1,015,921.38 | Total Earnings: | $9,193,840.39 | $9,161,537.62 | $32,302.77 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $9,193,840.39 | $9,161,537.62 | $32,302.77 | ||||
| Other Adjustments: | $321,374.61 | $320,078.18 | $1,296.43 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $9,515,215.00 | $9,481,615.80 | $33,599.20 | ||||
| Contract ID: | 100528 | Estimate Number: | 0034 | Primary JP: | 17360(18) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Traffic Control Items and RCB Barrel Removal | Approved | 06/13/2011 | 0.0 | $21,632.00 |
| 002 | "Pavement/Bridge Deck Smoothness" | Approved | 09/29/2011 | 0.0 | $0.00 |
| 003 | "Asphalt Binder Adjustment" | Approved | 11/07/2011 | 0.0 | $340,000.00 |
| 004 | "Pavement/Bridge Smoothness Adjustment" | Approved | 02/07/2012 | 0.0 | $79,451.34 |
| 005 | Additional Appropriations for overruns | Approved | 04/02/2012 | 0.0 | $274,559.04 |
| 006 | Finalizing Contract Item Quantities | Approved | 05/11/2015 | 0.0 | $-997,296.06 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 17360(18) | 0017 | Stockpiled Material Closure | 0034 | $16,171.00 | |
| 17360(18) | 0017 | Stockpiled Material Closure | 0020 | $-16,170.88 | |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-48,222.72 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $201,545.98 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-2,741.52 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-36,360.46 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-60,464.02 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-20,619.43 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-33,137.83 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-16,407.94 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-13,549.87 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-38,373.31 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-28,933.90 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-48,114.35 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $145,379.24 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0020 | $-206.24 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-54,140.99 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-32,558.06 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-18,463.15 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-29,672.43 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Closure | 0034 | $-16,171.00 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $201,116.06 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-4,640.11 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-43,179.82 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0019 | $-2,084.26 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-58,413.58 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-73,241.82 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-24,976.91 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $232,222.57 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-44,044.48 |
| 17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-31,545.77 |
| 17360(18) | 0060 | Stockpiled Material Initial Payment | 0001 | $49,637.88 | |
| 17360(18) | 0060 | Stockpiled Material Adjustment | 0006 | $-10,455.98 | |
| 17360(18) | 0060 | Stockpiled Material Adjustment | 0005 | $-9,284.40 | |
| 17360(18) | 0060 | Stockpiled Material Adjustment | 0004 | $-3,970.76 | |
| 17360(18) | 0060 | Stockpiled Material Adjustment | 0003 | $-9,927.60 | |
| 17360(18) | 0060 | Stockpiled Material Closure | 0008 | $-15,999.14 | |
| 17360(18) | 0064 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $57,001.14 |
| 17360(18) | 0064 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-57,001.14 | 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 |
| 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 |
| 17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 3,936.84 | $4.05 | $15,968.41 |
| 17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 3,750.32 | $4.05 | $15,211.86 |
| 17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 5,545.62 | $4.05 | $22,493.87 |
| 17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 157.12 | $4.05 | $637.30 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 4,492.25 | $4.05 | $18,221.24 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 7,921.67 | $4.05 | $32,131.48 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 13,172.99 | $4.05 | $53,431.62 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 10,506.04 | $4.05 | $42,614.07 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 7,219.57 | $4.05 | $29,283.66 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,128.98 | $4.05 | $4,579.31 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 507.12 | $3.84 | $1,950.46 |
| 17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 50.18 | $3.84 | $193.00 |
| 17360(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 3,998.46 | $4.63 | $18,535.26 |
| 17360(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 6,489.61 | $4.39 | $28,525.73 |
| 17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 348.04 | $4.63 | $1,613.37 |
| 17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 363.04 | $4.63 | $1,682.91 |
| 17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 2,551.65 | $4.63 | $11,828.43 |
| 17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 4,366.87 | $4.39 | $19,195.01 |
| 17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 745.66 | $4.39 | $3,277.62 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $-621.73 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $-1,296.43 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-1,677.00 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0006 | 0.00 | $0.00 | $-975.00 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-789.75 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-952.41 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $621.73 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $975.00 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $952.41 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $789.75 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $1,677.00 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * SUBSTANDARD ITEM | 0020 | 0.00 | $0.00 | $-5,000.00 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * SUBSTANDARD ITEM | 0022 | 0.00 | $0.00 | $5,000.00 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $1,296.43 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $-1,296.43 |
| 17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $1,296.43 | Subtotals For Line Item Adjustments | $321,374.61 | * = 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: | 100528 | Estimate Number: | 0034 | Primary JP: | 17360(18) | |||
| 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-147N(075)IP | Project: 17360(18) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 153,933.000 | 153,933.000 | 153,933.000 | $3.41 | $0.00 | $524,911.53 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 5,861.000 | 4,484.070 | -0.005 | 4,484.070 | $5.05 | $-0.03 | $22,644.55 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $153,800.00 | $0.00 | $153,800.00 | |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,150.000 | 7,286.000 | 7,286.000 | $1.37 | $0.00 | $9,981.82 | |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 3,626.000 | 1,323.000 | 1,323.000 | $6.10 | $0.00 | $8,070.30 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 348,470.000 | 433,352.050 | 433,352.050 | $1.35 | $0.00 | $585,025.28 | |
| 0008 | WATERING | 230(F) 2812 | MGAL | 13,939.000 | 2,142.500 | 2,142.500 | $5.00 | $0.00 | $10,712.50 | |
| 0009 | SEEDING METHOD B | 232(B) 2814 | AC | 20.000 | 0.000 | 0.000 | $203.00 | $0.00 | $0.00 | |
| 0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 20.000 | 34.650 | -0.040 | 34.650 | $203.00 | $-8.12 | $7,033.95 |
| 0011 | MOWING | 241 2832 | AC | 72.000 | 50.760 | 15.060 | 50.760 | $50.75 | $764.30 | $2,576.08 |
| 0012 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 95,425.000 | 86,050.000 | 86,050.000 | $1.52 | $0.00 | $130,796.00 | |
| 0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 3,151.000 | 2,532.440 | 2,532.440 | $30.50 | $0.00 | $77,239.44 | |
| 0014 | TACK COAT | 407 0250 | GAL | 27,257.000 | 32,540.000 | -200.000 | 32,540.000 | $2.75 | $-550.00 | $89,485.00 |
| 0015 | PRIME COAT | 408 5774 | GAL | 20,523.000 | 23,863.000 | 23,863.000 | $5.00 | $0.00 | $119,315.00 | |
| 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 15,086.000 | 13,389.900 | 13,389.900 | $58.00 | $0.00 | $776,614.20 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 49,096.000 | 46,177.860 | -0.210 | 46,177.860 | $51.00 | $-10.71 | $2,355,070.86 |
| 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 10,812.000 | 10,487.900 | -0.170 | 10,487.900 | $71.00 | $-12.07 | $744,640.90 |
| 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 7,585.000 | 9,051.470 | 66.700 | 9,051.470 | $63.00 | $4,202.10 | $570,242.61 |
| 0020 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 69,303.000 | 69,786.000 | 69,786.000 | $0.20 | $0.00 | $13,957.20 | |
| 0021 | COLD MILLING PAVEMENT | 417 5267 | SY | 84,542.000 | 17,549.000 | 17,549.000 | $1.27 | $0.00 | $22,287.23 | |
| 0022 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 89,894.000 | 31,866.000 | 4,667.000 | 31,866.000 | $1.10 | $5,133.70 | $35,052.60 |
| 0023 | BITUMINOUS BINDER | 420(B) 4268 | GAL | 3,078.000 | 0.000 | 0.000 | $4.30 | $0.00 | $0.00 | |
| 0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 506.000 | 479.600 | 479.600 | $10.55 | $0.00 | $5,059.79 | |
| 0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 306.000 | 343.610 | 343.610 | $421.75 | $0.00 | $144,917.51 | |
| 0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 597.000 | 623.600 | 623.600 | $436.55 | $0.00 | $272,232.59 | |
| 0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 1,725.000 | 1,369.120 | 1,369.120 | $210.55 | $0.00 | $288,268.22 | |
| 0028 | REINFORCING STEEL | 511(A) 0332 | LB | 129,713.000 | 137,488.000 | 137,488.000 | $0.70 | $0.00 | $96,241.60 | |
| 0029 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 10.000 | 0.000 | 0.000 | $825.00 | $0.00 | $0.00 | |
| 0030 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1,353.000 | 777.780 | 777.780 | $43.65 | $0.00 | $33,950.09 | |
| 0031 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | $2,030.00 | $0.00 | $2,030.00 | |
| 0032 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 72.000 | 72.000 | 72.000 | $28.00 | $0.00 | $2,016.00 | |
| 0033 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 208.000 | 212.000 | -6.000 | 212.000 | $27.60 | $-165.60 | $5,851.20 |
| 0034 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 152.000 | 152.000 | 152.000 | $56.00 | $0.00 | $8,512.00 | |
| 0035 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 30.000 | 30.000 | 6.000 | 30.000 | $1,170.00 | $7,020.00 | $35,100.00 |
| 0036 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 8.000 | 8.000 | 8.000 | $1,320.00 | $0.00 | $10,560.00 | |
| 0037 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 2.000 | 2.000 | 2.000 | $2,030.00 | $0.00 | $4,060.00 | |
| 0038 | TYPE E6 CULVERT END TREATMENT | 613(CC) 7200 | EA | 2.000 | 2.000 | 2.000 | $2,540.00 | $0.00 | $5,080.00 | |
| 0039 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 1,161.000 | 1,274.000 | 60.000 | 1,274.000 | $24.40 | $1,464.00 | $31,085.60 |
| 0040 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 280.000 | 268.000 | 68.000 | 268.000 | $28.90 | $1,965.20 | $7,745.20 |
| 0041 | 42" CORR. GALV. STEEL PIPE | 613(D) 0693 | LF | 204.000 | 204.000 | 204.000 | $49.25 | $0.00 | $10,047.00 | |
| 0042 | 48" CORR. GALV. STEEL PIPE | 613(D) 0694 | LF | 83.000 | 83.000 | 83.000 | $69.00 | $0.00 | $5,727.00 | |
| 0043 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 3.000 | 3.000 | 3.000 | $483.65 | $0.00 | $1,450.95 | |
| 0044 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 6.000 | 6.000 | 6.000 | $700.00 | $0.00 | $4,200.00 | |
| 0045 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 6.000 | 6.000 | 6.000 | $867.40 | $0.00 | $5,204.40 | |
| 0046 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 3,000.000 | 0.000 | 0.000 | $10.15 | $0.00 | $0.00 | |
| 0047 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 200.000 | 0.000 | 0.000 | $8.10 | $0.00 | $0.00 | |
| 0048 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 900.000 | 0.000 | 0.000 | $50.60 | $0.00 | $0.00 | |
| 0049 | TRENCH EXCAVATION | 613(S) 1180 | CY | 207.000 | 209.100 | 209.100 | $8.10 | $0.00 | $1,693.71 | |
| 0050 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 191.000 | 156.900 | 156.900 | $25.40 | $0.00 | $3,985.26 | |
| 0051 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $80,000.00 | $0.00 | $80,000.00 | |
| 0052 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 100.000 | 0.000 | 0.000 | $15.80 | $0.00 | $0.00 | |
| 0053 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 42,635.000 | 34,285.000 | 34,285.000 | $1.52 | $0.00 | $52,113.20 | |
| 0054 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 552.000 | 0.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
| 0055 | SAWING PAVEMENT | 619(C) 0924 | LF | 57,532.000 | 25,748.000 | 25,748.000 | $2.90 | $0.00 | $74,669.20 | |
| 0056 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,125.000 | 1,125.000 | 1,125.000 | $14.50 | $0.00 | $16,312.50 | |
| 0057 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
| 0058 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,055.00 | $0.00 | $8,220.00 | |
| 0059 | GATES-STYLE WWF (4.5'HIGH X 14'LONG) | 624(B) 4464 | EA | 27.000 | 29.000 | 29.000 | $660.00 | $0.00 | $19,140.00 | |
| 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 41,517.000 | 38,855.000 | 0.000 | 38,855.000 | $3.25 | $0.00 | $126,278.75 |
| 0061 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 4.000 | 0.000 | 0.000 | $406.00 | $0.00 | $0.00 | |
| 8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
| 8004 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $340,000.00 | $0.00 | $0.00 | |
| 8005 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $79,451.34 | $0.00 | $79,451.34 | |
| Subtotals For Category 0100/ROADWAY | $19,802.77 | $7,807,460.16 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0200/BRIDGE 'A' | ||||||||
| 0062 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $14.20 | $0.00 | $1,278.00 | |
| 0063 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 180.000 | $116.75 | $0.00 | $21,015.00 | |
| 0064 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 399.000 | 399.000 | 399.000 | $229.72 | $0.00 | $91,658.28 | |
| 0065 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $141.35 | $0.00 | $31,775.48 | |
| 0066 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 297.000 | 297.000 | 297.000 | $60.90 | $0.00 | $18,087.30 | |
| 0067 | STRUCTURAL STEEL | 506(A) 1322 | LB | 150.000 | 150.000 | 150.000 | $3.15 | $0.00 | $472.50 | |
| 0068 | CLASS AA CONCRETE | 509(A) 1326 | CY | 158.600 | 158.600 | 158.600 | $487.20 | $0.00 | $77,269.92 | |
| 0069 | CLASS A CONCRETE | 509(B) 1328 | CY | 59.600 | 59.600 | 59.600 | $487.20 | $0.00 | $29,037.12 | |
| 0070 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 37,340.000 | 37,340.000 | 37,340.000 | $1.00 | $0.00 | $37,340.00 | |
| 0071 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 420.000 | 391.840 | 391.840 | $28.90 | $0.00 | $11,324.18 | |
| 0072 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 420.000 | 387.750 | 387.750 | $15.20 | $0.00 | $5,893.80 | |
| 0073 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 461.000 | 461.000 | 461.000 | $5.10 | $0.00 | $2,351.10 | |
| 0074 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $791.70 | $0.00 | $6,333.60 | |
| 0075 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,156.000 | 1,040.680 | 1,040.680 | $48.00 | $0.00 | $49,952.64 | |
| 0076 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 234.000 | 204.660 | 204.660 | $42.55 | $0.00 | $8,708.29 | |
| 0077 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $25.40 | $0.00 | $2,133.60 | |
| 0078 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 42.000 | 36.000 | 36.000 | $25.40 | $0.00 | $914.40 | |
| 0079 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $28,420.00 | $0.00 | $28,420.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $423,965.21 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0210/BRIDGE 'B' | ||||||||
| 0080 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,380.000 | 1,380.000 | 1,380.000 | $5.30 | $0.00 | $7,314.00 | |
| 0081 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 131.300 | 131.300 | 131.300 | $13.70 | $0.00 | $1,798.81 | |
| 0082 | CLASS AA CONCRETE | 509(A) 1326 | CY | 310.400 | 310.400 | 310.400 | $381.80 | $0.00 | $118,510.72 | |
| 0083 | REINFORCING STEEL | 511(A) 1332 | LB | 47,450.000 | 47,450.000 | 47,450.000 | $0.75 | $0.00 | $35,587.50 | |
| 0084 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $34,300.00 | $0.00 | $34,300.00 | |
| Subtotals For Category 0210/BRIDGE 'B' | $0.00 | $197,511.03 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0220/BRIDGE 'C' | ||||||||
| 0085 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,100.000 | 1,100.000 | 1,100.000 | $6.10 | $0.00 | $6,710.00 | |
| 0086 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 91.600 | 91.600 | 91.600 | $15.10 | $0.00 | $1,383.16 | |
| 0087 | CLASS AA CONCRETE | 509(A) 1326 | CY | 228.400 | 228.400 | 228.400 | $401.90 | $0.00 | $91,793.97 | |
| 0088 | REINFORCING STEEL | 511(A) 1332 | LB | 33,420.000 | 33,420.000 | 33,420.000 | $0.76 | $0.00 | $25,399.20 | |
| 0089 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $31,800.00 | $0.00 | $31,800.00 | |
| Subtotals For Category 0220/BRIDGE 'C' | $0.00 | $157,086.33 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0230/BRIDGE 'D' | ||||||||
| 0090 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $12,200.00 | $0.00 | $12,200.00 | |
| Subtotals For Category 0230/BRIDGE 'D' | $0.00 | $12,200.00 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0240/BRIDGE 'E' | ||||||||
| 0091 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $19,300.00 | $0.00 | $19,300.00 | |
| Subtotals For Category 0240/BRIDGE 'E' | $0.00 | $19,300.00 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0250/BRIDGE 'F' | ||||||||
| 0092 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $12,200.00 | $0.00 | $12,200.00 | |
| Subtotals For Category 0250/BRIDGE 'F' | $0.00 | $12,200.00 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0260/BRIDGE 'G' | ||||||||
| 0093 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $12,200.00 | $0.00 | $12,200.00 | |
| Subtotals For Category 0260/BRIDGE 'G' | $0.00 | $12,200.00 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0300/TRAFFIC | ||||||||
| 0094 | RELOCATION OF PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(G) 4316 | LF | 4,000.000 | 425.000 | 425.000 | $6.90 | $0.00 | $2,932.50 | |
| 0095 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 1,000.000 | 1,050.000 | 1,050.000 | $29.85 | $0.00 | $31,342.50 | |
| 0096 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 50.000 | 74.800 | 74.800 | $15.25 | $0.00 | $1,140.70 | |
| 0097 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 165.000 | 132.000 | 132.000 | $10.15 | $0.00 | $1,339.80 | |
| 0098 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 58.000 | 23.000 | 23.000 | $17.75 | $0.00 | $408.25 | |
| 0099 | DELINEATORS(TYPE 2, CODE 3) | 853 9039 | EA | 120.000 | 65.000 | 65.000 | $17.75 | $0.00 | $1,153.75 | |
| 0100 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 112,552.000 | 106,509.000 | 106,509.000 | $0.39 | $0.00 | $41,538.51 | |
| 0101 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 10,740.000 | 46,688.000 | 46,688.000 | $0.25 | $0.00 | $11,672.00 | |
| 0102 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 153,600.000 | 2,630.000 | 2,630.000 | $0.41 | $0.00 | $1,078.30 | |
| 0103 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,240.000 | 1,823.000 | 1,823.000 | $0.41 | $0.00 | $747.43 | |
| 0104 | (PL)CONSTRUCTION ZONE QUADGUARD IMPACT ATTENUATOR | 871 8709 | SD | 260.000 | 82.000 | 82.000 | $35.55 | $0.00 | $2,915.10 | |
| 0105 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 13,670.000 | 3,042.000 | 3,042.000 | $0.60 | $0.00 | $1,825.20 | |
| 0106 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 5,940.000 | 7,749.000 | 7,749.000 | $2.00 | $0.00 | $15,498.00 | |
| 0107 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 11,480.000 | 1,256.000 | 1,256.000 | $0.50 | $0.00 | $628.00 | |
| 0108 | WING BARRICADES | 880(C) 8848 | SD | 1,240.000 | 1,848.000 | 1,848.000 | $1.05 | $0.00 | $1,940.40 | |
| 0109 | VERTICAL PANELS | 880(D) 8854 | SD | 157,200.000 | 20,342.000 | 20,342.000 | $0.06 | $0.00 | $1,220.52 | |
| 0110 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 41,020.000 | 9,464.000 | 9,464.000 | $0.15 | $0.00 | $1,419.60 | |
| 0111 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 218,060.000 | 13,975.000 | 13,975.000 | $0.07 | $0.00 | $978.25 | |
| 0112 | DRUMS | 880(F) 8878 | SD | 60,860.000 | 4,433.000 | 4,433.000 | $0.15 | $0.00 | $664.95 | |
| 8001 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 0.000 | 9,110.000 | 9,110.000 | $0.29 | $0.00 | $2,641.90 | |
| 8003 | PERMANENT BARRICADE UNIT | 880(C) M8850 | EA | 0.000 | 8.000 | 8.000 | $1,104.00 | $0.00 | $8,832.00 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $131,917.66 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0600/STAKING | ||||||||
| 0113 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $75,000.00 | $3,750.00 | $75,000.00 |
| Subtotals For Category 0600/STAKING | $3,750.00 | $75,000.00 | ||||||||
| Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0640/CONSTRUCTION | ||||||||
| 0114 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $35,000.00 | $8,750.00 | $35,000.00 |
| 0115 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0116 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $300,000.00 | $0.00 | $300,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $8,750.00 | $345,000.00 | ||||||||
| Subtotals For Project NHY-147N(075)IP /17360(18) | $32,302.77 | $9,193,840.39 | ||||||||