Oklahoma Department of Transportation
Final Estimate Affidavit

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                  

Oklahoma Department of Transportation
Final Estimate Summary
Created:    10/09/2013
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

Estimate Adjustment Detail

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 $

Line Item Detail

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


1 CURRENT QUANTITIES DO NOT MATCH THE QUANTITY PAID TO DATE