Oklahoma Department of Transportation
Final Estimate Affidavit

Contract ID: 090317   Estimate Number: 0020 , Final     Spec Year: 1999
Primary JP: 20316(18)   Residency: DUNCAN (07100)     Contract No: 411074
Date Created: 10/19/2012   Contractor FEI: 731394406     Account No: 400700

Project Number(s): NH-STIM(039)
Contract Description: GRADE, DRAIN, SURFACE, AND BRIDGE US-81 BYPASS: AT BOIS D'ARC AVENUE, 1.5 MILES WEST OF US-81. PROJECT LENGTH = 0.441 MILES
Primary County: STEPHENS              
Name of Road: US-81 BYPASS              
Prime Contractor: OBC, INC.           Time Charged: 676.00
    P.O. BOX 3817           Time Allowed: 755.00
    EDMOND , OK   73083           Percent Time: 89.54 %

  Paid To Date: $5,524,028.30 Payable This Statement: $16,393.37

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.                                
OBC, 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:    10/19/2012
Contract ID: 090317   Estimate Number: 0020     Contract No: 411074
Residency: DUNCAN (07100)   Estimate Type: Final     Account No: 400700

Project Number(s): NH-STIM(039)
Primary Job Piece No: 20316(18)
Contract Description: GRADE, DRAIN, SURFACE, AND BRIDGE US-81 BYPASS: AT BOIS D'ARC AVENUE, 1.5 MILES WEST OF US-81. PROJECT LENGTH = 0.441 MILES
Primary County: STEPHENS              
Name of Road: US-81 BYPASS              
Prime Contractor: OBC, INC.              
    P.O. BOX 3817              
    EDMOND , OK   73083              
Surety Company: LIBERTY MUTUAL INSURANCE COMPANY              

Date Let: 03/19/2009 NTP Effective Date: 06/01/2009 Pay Period: 06/16/2011  TO  06/17/2011
Date Awarded: 03/30/2009 Date Work Began: 06/01/2009 Original Contract Time: 270
Date Contract Executed: 04/02/2009 Date Time Stopped: 06/15/2011 Current Time Charged: 676.00
Date NTP Issued: 04/03/2009 Completion Date: 06/15/2011 Current Time Allowed: 755.00
General Liability Expires: 05/01/2013 Workman's Comp Expires: 07/01/2013 Percent Time Used: 89.54 %
Specification Year: 1999        

Current Contract Amount: $5,529,375.89 Total to Date Prev to Date This Estimate
Bid Amount: $5,504,958.27 Participating: $5,526,696.86 $5,525,210.36 $1,486.50
Percent Complete: 99.90 % Non Participating: $2,679.03 $2,679.03 $0.00
Funds Available: $5,347.59 Non ARRA: $0.00 $0.00 $0.00
Unearned Balance: $-19,070.03 Total Earnings: $5,529,375.89 $5,527,889.39 $1,486.50
Stockpiled Materials: $0.00 $0.00 $0.00
Gross Earnings: $5,529,375.89 $5,527,889.39 $1,486.50
Other Adjustments: $-5,347.59 $-20,254.46 $14,906.87
Liq Dam/Disincentive: $0.00 $0.00 $0.00
TOTAL: $5,524,028.30 $5,507,634.93 $16,393.37

Estimate Adjustment Detail

Contract ID: 090317   Estimate Number: 0020     Primary JP: 20316(18)



CHANGE ORDER HISTORY
Change Order Nbr. Change Order Description Status Approval Date Contract Time Adjustment Total Change Order Amount
001 Replaces Special Provision 108-STIM Approved 04/29/2009 0.0 $0.00
002 Adds Revised Sheet to the Plans Approved 02/24/2010 0.0 $0.00
003 Material Taken into Warehouse Stock Approved 02/24/2010 0.0 $2,679.03
004 Final Quantity Change Order Approved 04/26/2012 0.0 $21,738.59


STOCKPILE PAYMENT HISTORY
Project Line Nbr Stockpile Description Adjustment Type Estimate Nbr Adjusted Amount
20316(18) 0069 Traffic Rail Epoxy Coated Reinf. Steel Stockpiled Material Initial Payment 0006 $3,142.04
20316(18) 0069 Traffic Rail Epoxy Coated Reinf. Steel Stockpiled Material Adjustment 0011 $-3,142.04
20316(18) 0070 RSTL EPXY FABS (AML) Stockpiled Material Initial Payment 0006 $19,185.54
20316(18) 0070 RSTL EPXY FABS (AML) Stockpiled Material Adjustment 0010 $-19,185.54
20316(18) 0076 RSTL EPXY FABS (AML) Stockpiled Material Initial Payment 0002 $23,483.24
20316(18) 0076 RSTL EPXY FABS (AML) Stockpiled Material Adjustment 0002 $-4,222.24
20316(18) 0076 RSTL EPXY FABS (AML) Stockpiled Material Adjustment 0003 $-16,782.92
20316(18) 0076 RSTL EPXY FABS (AML) Stockpiled Material Adjustment 0005 $-2,478.08
20316(18) 0076 RSTL EPXY FABS (AML) Stockpiled Material Closure 0009 $-4,693.84
20316(18) 0076 RSTL EPXY FABS (AML) Stockpiled Material Adjustment 0008 $-81,385.85
20316(18) 0076 RSTL EPXY FABS (AML) Stockpiled Material Initial Payment 0006 $86,079.69
20316(18) 0077 Steel Piling, HP 10x42 Stockpiled Material Adjustment 0003 $-11,909.25
20316(18) 0077 Steel Piling, HP 10x42 Stockpiled Material Initial Payment 0001 $0.00
20316(18) 0077 Steel Piling, HP 10x42 Stockpiled Material Closure 0002 $0.00
20316(18) 0077 Steel Piling, HP 10x42 Stockpiled Material Initial Payment 0002 $11,909.25
20316(18) 0082 Bearing Pads Stockpiled Material Adjustment 0005 $-2,404.48
20316(18) 0082 Bearing Pads Stockpiled Material Adjustment 0004 $-2,404.48
20316(18) 0082 Bearing Pads Stockpiled Material Initial Payment 0001 $4,808.96
20316(18) 0083 Bearing Pad Stockpiled Material Adjustment 0004 $-4,974.96
20316(18) 0083 Bearing Pad Stockpiled Material Initial Payment 0001 $6,633.28
20316(18) 0083 Bearing Pad Stockpiled Material Adjustment 0005 $-1,658.32
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
Withhold to Funds Avail(Prog. Est. Only) 0019 $-4,388.59
Withhold to Funds Avail(Prog. Est. Only) 0020 $4,388.59
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
20316(18) 0005 TEMPORARY SILT FENCE * Material Discrepancy Adjustments 0007 -2,174.00 $2.20 $-4,782.80
20316(18) 0005 TEMPORARY SILT FENCE * Material Discrepancy Adjustments 0008 0.00 $0.00 $4,782.80
20316(18) 0008 TEMPORARY SILT DIKE * Material Discrepancy Adjustments 0007 -350.00 $8.80 $-3,080.00
20316(18) 0008 TEMPORARY SILT DIKE * Material Discrepancy Adjustments 0008 0.00 $0.00 $3,080.00
20316(18) 0010 SOLID SLAB SODDING * Material Discrepancy Adjustments 0015 0.00 $0.00 $-47,105.60
20316(18) 0010 SOLID SLAB SODDING * Material Discrepancy Adjustments 0016 0.00 $0.00 $47,105.60
20316(18) 0014 SEPARATOR FABRIC * Material Discrepancy Adjustments 0007 -2,194.42 $2.20 $-4,827.72
20316(18) 0014 SEPARATOR FABRIC * Material Discrepancy Adjustments 0009 0.00 $0.00 $-3,506.30
20316(18) 0014 SEPARATOR FABRIC * Material Discrepancy Adjustments 0010 0.00 $0.00 $8,334.02
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) Asphalt Binder Adjustment 0009 0.00 $0.00 $191.76
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) * SUBSTANDARD ITEM 0010 0.00 $0.00 $-3,338.74
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) Asphalt Binder Adjustment 0010 0.00 $0.00 $115.35
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) Asphalt Binder Adjustment 0013 0.00 $0.00 $588.84
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) Asphalt Binder Adjustment 0014 0.00 $0.00 $69.22
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) Asphalt Binder Adjustment 0015 0.00 $0.00 $121.55
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) * Material Discrepancy Adjustments 0019 0.00 $0.00 $-1.37
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) Asphalt Binder Adjustment 0019 -0.46 $7.62 $-3.51
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) * HMA Deduction as per Sec. 411 0020 0.00 $0.00 $-3,338.74
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) * Material Discrepancy Adjustments 0020 0.00 $0.00 $-1.34
20316(18) 0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) * SUBSTANDARD ITEM 0020 0.00 $0.00 $3,338.74
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0007 0.00 $0.00 $100.69
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * SUBSTANDARD ITEM 0009 0.00 $0.00 $-6,542.21
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0009 0.00 $0.00 $365.83
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0010 0.00 $0.00 $77.14
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0012 0.00 $0.00 $496.12
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0013 0.00 $0.00 $18.32
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0014 0.00 $0.00 $149.55
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0019 365.88 $7.62 $2,789.87
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * SUBSTANDARD ITEM 0020 0.00 $0.00 $6,542.21
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0020 -0.01 $7.62 $-0.08
20316(18) 0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * HMA Deduction as per Sec. 411 0020 0.00 $0.00 $-6,542.21
20316(18) 0020 (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) Asphalt Binder Adjustment 0010 0.00 $0.00 $172.11
20316(18) 0020 (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) Asphalt Binder Adjustment 0015 0.00 $0.00 $1,372.80
20316(18) 0020 (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) Asphalt Binder Adjustment 0016 0.00 $0.00 $2,070.05
20316(18) 0020 (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) Asphalt Binder Adjustment 0017 0.00 $0.00 $2,441.29
20316(18) 0029 TYPE I-A FILTER BLANKET * Material Discrepancy Adjustments 0010 0.00 $0.00 $-949.70
20316(18) 0029 TYPE I-A FILTER BLANKET * Material Discrepancy Adjustments 0020 0.00 $0.00 $949.70
20316(18) 0033 INLET CICI DES. 2 (STD) * Material Discrepancy Adjustments 0009 3.00 $-2,640.00 $-7,920.00
20316(18) 0033 INLET CICI DES. 2 (STD) * Material Discrepancy Adjustments 0020 0.00 $0.00 $7,920.00
20316(18) 0035 INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) * Material Discrepancy Adjustments 0007 -6.00 $275.00 $-1,650.00
20316(18) 0035 INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) * Material Discrepancy Adjustments 0020 0.00 $0.00 $1,650.00
20316(18) 0081 DRILLED SHAFTS 60" DIAMETER * SUBSTANDARD ITEM 0003 0.00 $0.00 $-6,600.83
20316(18) 0081 DRILLED SHAFTS 60" DIAMETER * SUBSTANDARD ITEM 0020 0.00 $0.00 $6,600.83
20316(18) 0081 DRILLED SHAFTS 60" DIAMETER * COMPRESSIVE STRENGTH 0020 0.00 $0.00 $-6,600.83
20316(18) 0099 REINFORCING STEEL * Material Discrepancy Adjustments 0016 -133.60 $1.38 $-184.37
20316(18) 0099 REINFORCING STEEL * Material Discrepancy Adjustments 0018 0.00 $0.00 $184.37
20316(18) 0104 1/C NO.4 ELECTRICAL CONDUCTOR * Material Discrepancy Adjustments 0016 -1,664.00 $1.21 $-2,013.44
20316(18) 0104 1/C NO.4 ELECTRICAL CONDUCTOR * Material Discrepancy Adjustments 0018 0.00 $0.00 $2,013.44
20316(18) 0105 1/C NO.12 ELECTRICAL CONDUCTOR * Material Discrepancy Adjustments 0016 -550.00 $0.58 $-319.00
20316(18) 0105 1/C NO.12 ELECTRICAL CONDUCTOR * Material Discrepancy Adjustments 0018 0.00 $0.00 $319.00
Subtotals For Line Item Adjustments $-5,347.59
* = User applied Line Item Adjustments


MILESTONE INFORMATION
Milestone Number Milestone Description Start Date End Date Current Time Allowed Rate Milestone Closed
01 Internal Mileston 08/31/2009 10/29/2009 60.00 DYS $1,000.00 Y


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: 090317   Estimate Number: 0020     Primary JP: 20316(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:    NH-STIM(039) Project:    20316(18) Category:    0100/ROADWAY
0001 CLEARING AND GRUBBING 201 0102 LSUM 1.000 1.000   1.000 $110,000.00 $0.00 $110,000.00
0002 UNCLASSIFIED EXCAVATION 202(A) 0183 CY 39,323.300 39,323.300   39,323.300 $3.41 $0.00 $134,092.45
0003 UNCLASSIFIED BORROW 202(C) 0184 CY 199,834.500 199,834.500   199,834.500 $3.58 $0.00 $715,407.51
0004 TYPE A-SALVAGED TOPSOIL 205 4229 LSUM 1.000 1.000   1.000 $82,500.00 $0.00 $82,500.00
0005 TEMPORARY SILT FENCE 223 2801 LF 6,270.740 2,174.000   2,174.000 $2.20 $0.00 $4,782.80
0006 TEMPORARY SEDIMENT FILTER 224 2803 EA 2.000 0.000   0.000 $275.00 $0.00 $0.00
0007 TEMPORARY SEDIMENT BASIN 225 2804 EA 2.000 0.000   0.000 $1,100.00 $0.00 $0.00
0008 TEMPORARY SILT DIKE 227 0100 LF 308.000 350.000   350.000 $8.80 $0.00 $3,080.00
0009 DITCH LINER PROTECTION 229 4318 LF 1,100.000 483.000   483.000 $1.10 $0.00 $531.30
0010 SOLID SLAB SODDING 230(A) 2806 SY 86,089.420 114,941.040   114,941.040 $1.65 $0.00 $189,652.71
0011 SEEDING METHOD B 232(B) 2814 AC 17.790 0.000   0.000 $550.00 $0.00 $0.00
0012 VEGETATIVE MULCHING 233(A) 2817 AC 17.790 0.000   0.000 $275.00 $0.00 $0.00
0013 MOWING 241 2832 AC 44.500 23.790   23.790 $66.00 $0.00 $1,570.14
0014 SEPARATOR FABRIC 325 5271 SY 22,959.130 21,636.180   21,636.180 $2.20 $0.00 $47,599.59
0015 TRAFFIC BOUND SURFACE COURSE TYPE E 403(E) 0225 TON 300.000 228.670   228.670 $33.00 $0.00 $7,546.11
0016 TACK COAT 407 0250 GAL 1,380.140 1,225.000   1,225.000 $3.30 $0.00 $4,042.50
0017 PRIME COAT 408 5774 GAL 11,552.890 9,229.190 30.000 9,229.190 $6.60 $198.00 $60,912.65
0018 (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) 411(S3) 5940 TON 3,047.020 2,938.910 0.000 2,938.910 $74.80 $0.00 $219,830.47
0019 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) 411(S3) 5945 TON 4,758.460 4,587.150 -0.010 4,587.150 $66.00 $-0.66 $302,751.90
0020 (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) 411(S4) 5955 TON 1,538.480 2,408.130   2,408.130 $77.00 $0.00 $185,426.01
0021 RUMBLE STRIP-METHOD AC-CON 413(A) 4861 LF 1,600.000 4,497.000   4,497.000 $2.81 $0.00 $12,636.57
0022 (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) 414(A1) 5725 SY 7,709.420 7,979.780   7,979.780 $22.00 $0.00 $175,555.16
0023 (SP)P.C. CONCRETE FOR PAVEMENT 414(P) 6000 CY 1,713.200 1,774.210   1,774.210 $99.00 $0.00 $175,646.79
0024 STRUCTURAL EXCAVATION UNCLASSIFIED 501(A) 0313 CY 302.000 302.000   302.000 $11.00 $0.00 $3,322.00
0025 CLASS AA CONCRETE 509(A) 0319 CY 663.800 663.800   663.800 $412.50 $0.00 $273,817.50
0026 CLASS C CONCRETE 509(D) 0325 CY 60.000 25.910   25.910 $330.00 $0.00 $8,550.30
0027 REINFORCING STEEL 511(A) 0332 LB 80,720.000 80,720.000   80,720.000 $0.77 $0.00 $62,154.40
0028 TYPE I-A PLAIN RIPRAP 601(A-1)0536 TON 60.000 90.350   90.350 $41.80 $0.00 $3,776.63
0029 TYPE I-A FILTER BLANKET 601(A-2)0538 TON 18.000 22.720 0.000 22.720 $41.80 $0.00 $949.70
0030 1'-8" COMB. CURB & GUTTER (6" MNTBLE) 609(B) 1501 LF 1,058.000 1,568.000   1,568.000 $19.80 $0.00 $31,046.40
0031 2'-8" COMB. CURB & GUTTER (6" BARRIER) 609(B) 1525 LF 3,096.000 2,470.000   2,470.000 $22.00 $0.00 $54,340.00
0032 6" CONCRETE DRIVEWAY (H.E.S.) 610(B) 0399 SY 186.900 488.100   488.100 $66.00 $0.00 $32,214.60
0033 INLET CICI DES. 2 (STD) 611(E) 5112 EA 3.000 3.000 0.000 3.000 $2,640.00 $0.00 $7,920.00
0034 INLET (SMD-TYPE 1) 611(E) 6000 EA 2.000 2.000   2.000 $1,320.00 $0.00 $2,640.00
0035 INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) 611(G) 4488 EA 6.000 6.000 0.000 6.000 $275.00 $0.00 $1,650.00
0036 24" R.C.PIPE CLASS III 613(B) 0492 LF 343.000 341.000   341.000 $96.80 $0.00 $33,008.80
0037 42" R.C.PIPE CLASS III 613(B) 0495 LF 74.000 72.000   72.000 $114.40 $0.00 $8,236.80
0038 48" R.C.PIPE CLASS III 613(B) 0496 LF 169.000 169.000   169.000 $140.80 $0.00 $23,795.20
0039 30" R.C.PIPE CLASS IV 613(B) 0584 LF 206.000 206.000   206.000 $161.70 $0.00 $33,310.20
0040 TYPE A4 CULVERT END TREATMENT 613(CC) 7186 EA 4.000 4.000   4.000 $737.00 $0.00 $2,948.00
0041 TYPE B4 CULVERT END TREATMENT 613(CC) 7187 EA 5.000 5.000   5.000 $825.00 $0.00 $4,125.00
0042 TYPE C4 CULVERT END TREATMENT 613(CC) 7188 EA 2.000 2.000   2.000 $1,793.00 $0.00 $3,586.00
0043 TYPE D4 CULVERT END TREATMENT 613(CC) 7189 EA 1.000 1.000   1.000 $2,233.00 $0.00 $2,233.00
0044 TYPE E4 CULVERT END TREATMENT 613(CC) 7190 EA 2.000 2.000   2.000 $2,750.00 $0.00 $5,500.00
0045 18" CORR. GALV. STEEL PIPE 613(D) 0689 LF 60.000 75.000   75.000 $35.20 $0.00 $2,640.00
0046 21" X 15" CORR. GALV. STEEL PIPE ARCH 613(D) 4527 LF 50.000 50.000   50.000 $35.20 $0.00 $1,760.00
0047 8" PERFORATED PIPE UNDERDRAIN ROUND 613(P) 1092 LF 3,150.000 2,150.000   2,150.000 $6.60 $0.00 $14,190.00
0048 8" NON-PERF.PIPE UNDERDRAIN RND. 613(Q) 1097 LF 250.000 100.000   100.000 $6.60 $0.00 $660.00
0049 TRENCH EXCAVATION 613(S) 1180 CY 1,364.500 560.400   560.400 $11.00 $0.00 $6,164.40
0050 STANDARD BEDDING MATERIAL 613(T) 1181 CY 463.500 454.060   454.060 $30.80 $0.00 $13,985.05
0051 REMOVAL OF STRUCTURES & OBSTRUCTIONS 619(A) 0920 LSUM 1.000 1.000   1.000 $55,000.00 $0.00 $55,000.00
0052 REMOVAL OF CONCRETE PAVEMENT 619(B) 4727 SY 7,200.000 5,811.560 -1,219.540 5,811.560 $6.60 $-8,048.96 $38,356.30
0053 REMOVAL OF ASPHALT PAVEMENT 619(B) 4728 SY 2,900.000 3,341.670 1,697.840 3,341.670 $5.50 $9,338.12 $18,379.19
0054 REMOVAL OF CURB 619(B) 4791 LF 4,400.000 4,370.000   4,370.000 $1.10 $0.00 $4,807.00
0055 SAWING PAVEMENT 619(C) 0924 LF 2,265.200 3,216.000   3,216.000 $4.40 $0.00 $14,150.40
0056 BEAM GUARD RAIL-W-BEAM-SINGLE 623(A) 0932 LF 325.000 325.000   325.000 $18.15 $0.00 $5,898.75
0057 THRIE BEAM BRIDGE CONNECTION-TYPE A 623(E) 7114 EA 2.000 2.000   2.000 $1,595.00 $0.00 $3,190.00
0058 GUARD RAIL ANCHOR UNIT (TYPE I) 623(F) 6032 EA 1.000 1.000   1.000 $1,870.00 $0.00 $1,870.00
0059 (SP)G.E.T. GUARD RAIL END SECTION 623(H) 8571 EA 3.000 3.000   3.000 $2,365.00 $0.00 $7,095.00
0060 (SP)FENCE-STYLE SWF (4 BARBED WIRE) 624(C) 4458 LF 1,076.400 1,096.000   1,096.000 $3.64 $0.00 $3,989.44
0061 (SP)FENCE-STYLE SWF (5 BARBED WIRE) 624(C) 4459 LF 1,486.000 1,509.000   1,509.000 $3.80 $0.00 $5,734.20
0062 MAILBOX INSTALLATION-SINGLE 629(A) 4958 EA 4.000 4.000   4.000 $82.50 $0.00 $330.00
0063 MAILBOX 629(C) 4960 EA 4.000 4.000   4.000 $22.00 $0.00 $88.00
0064 REMOVAL OF MAILBOX INSTALLATION 629(D) 4961 EA 4.000 3.000   3.000 $11.00 $0.00 $33.00
0065 OUTLET LATERAL HEADWALL 653(C) 5946 EA 4.000 4.000   4.000 $550.00 $0.00 $2,200.00
Subtotals For Category     0100/ROADWAY    $1,486.50 $3,233,209.92
Fed/State Project Number:    NH-STIM(039) Project:    20316(18) Category:    0200/BRIDGE 'G'
0066 SUBSTRUCTURE EXCAVATION COMMON 501(B) 1307 CY 130.000 130.000   130.000 $16.50 $0.00 $2,145.00
0067 GRANULAR BACKFILL 501(F) 6352 CY 162.000 162.000   162.000 $65.00 $0.00 $10,530.00
0068 (PL)FALSEWORK JACKING 502 6116 LSUM 1.000 1.000   1.000 $8,250.00 $0.00 $8,250.00
0069 (PL)BRIDGE TRAFFIC RAIL 504 6179 LF 643.400 643.400   643.400 $67.00 $0.00 $43,107.80
0070 APPROACH SLAB 504(A) 1304 SY 586.300 586.300   586.300 $165.00 $0.00 $96,739.50
0071 STRUCTURAL STEEL 506(A) 1322 LB 469,770.000 469,770.000   469,770.000 $1.58 $0.00 $742,236.60
0072 CLASS AA CONCRETE 509(A) 1326 CY 590.300 590.300   590.300 $468.00 $0.00 $276,260.40
0073 CLASS A CONCRETE 509(B) 1328 CY 371.800 371.800   371.800 $460.00 $0.00 $171,028.00
0074 SLOPE WALL (5") 510(C) 6138 SY 1,054.000 1,054.000   1,054.000 $65.00 $0.00 $68,510.00
0075 REINFORCING STEEL 511(A) 1332 LB 3,270.000 3,270.000   3,270.000 $0.91 $0.00 $2,975.70
0076 EPOXY COATED REINFORCING STEEL 511(B) 6010 LB 239,620.000 239,620.000   239,620.000 $0.90 $0.00 $215,658.00
0077 PILES, FURNISHED (HP 10X42) 514(A) 6010 LF 603.000 603.000   603.000 $30.30 $0.00 $18,270.90
0078 PILES, DRIVEN (HP 10X42) 514(B) 6292 LF 603.000 516.570   516.570 $16.50 $0.00 $8,523.41
0079 PILE LOAD TEST (DYNAMIC) 514(F) 6354 EA 18.000 18.000   18.000 $705.00 $0.00 $12,690.00
0080 WATER REPELLENT (VISUALLY INSPECTED) 515(A) 6013 SY 1,031.000 1,031.000   1,031.000 $3.30 $0.00 $3,402.30
0081 DRILLED SHAFTS 60" DIAMETER 516(A) 6096 LF 302.000 302.000 0.000 302.000 $710.00 $0.00 $214,420.00
0082 (PL)FIXED BEARING ASSEMBLY 535 6164 EA 16.000 16.000   16.000 $510.00 $0.00 $8,160.00
0083 (PL)EXPANSION BEARING ASSEMBLY 535 6165 EA 48.000 48.000   48.000 $1,385.00 $0.00 $66,480.00
0084 6" PERFORATED PIPE UNDERDRAIN ROUND 613(P) 6204 LF 332.000 332.000   332.000 $33.00 $0.00 $10,956.00
0085 6" NON-PERF.PIPE UNDERDRAIN RND. 613(Q) 6207 LF 36.000 36.000   36.000 $33.00 $0.00 $1,188.00
Subtotals For Category     0200/BRIDGE 'G'    $0.00 $1,981,531.61
Fed/State Project Number:    NH-STIM(039) Project:    20316(18) Category:    0300/TRAFFIC
0086 SHEET ALUMINUM SIGNS 850(A) 8110 SF 183.860 231.860   231.860 $38.50 $0.00 $8,926.61
0087 EXTRUDED ALUMINUM PANEL SIGNS 850(B) 8112 SF 330.000 219.000   219.000 $79.20 $0.00 $17,344.80
0088 DELINEATORS(TYPE 1, CODE 1, FLEXIBLE) 853 9042 EA 24.000 23.000   23.000 $33.00 $0.00 $759.00
0089 DELINEATORS(TYPE 1, CODE 2, FLEXIBLE) 853 9045 EA 25.000 25.000   25.000 $33.00 $0.00 $825.00
0090 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 855(A) 8812 LF 52,260.000 30,114.500   30,114.500 $0.66 $0.00 $19,875.57
0091 TRAFFIC STRIPE(PLASTIC)(ARROWS) 855(B) 8818 EA 2.000 2.000   2.000 $93.50 $0.00 $187.00
0092 CONSTRUCTION TRAFFIC CONTROL 880(J) 8905 LSUM 1.000 1.000   1.000 $40,700.00 $0.00 $40,700.00
0093 PORT.CHANGEABLE MESSAGE SIGN 882(B) 8306 SD 540.000 244.000   244.000 $22.00 $0.00 $5,368.00
Subtotals For Category     0300/TRAFFIC    $0.00 $93,985.98
Fed/State Project Number:    NH-STIM(039) Project:    20316(18) Category:    0301/HIGHWAY LIGHTING
0094 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED 802(A) 8306 LF 315.000 310.000   310.000 $12.10 $0.00 $3,751.00
0095 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED 802(B) 8342 LF 600.000 504.000   504.000 $4.46 $0.00 $2,247.84
0096 JUNCTION BOX(8" X 8" X 6") 802(D) 8372 EA 2.000 1.000   1.000 $638.00 $0.00 $638.00
0097 PULL BOX(SIZE I) 803 8065 EA 3.000 2.000   2.000 $357.50 $0.00 $715.00
0098 STRUCTURAL CONCRETE 804(A) 2915 CY 2.320 2.320   2.320 $522.50 $0.00 $1,212.20
0099 REINFORCING STEEL 804(B) 2916 LB 133.600 133.600   133.600 $1.38 $0.00 $184.37
0100 40' MTG & 10' HLMA(G.STL.) 806(C) 8924 EA 5.000 5.000   5.000 $1,861.20 $0.00 $9,306.00
0101 BREAKAWAY BASE (DES. B) 807 8092 EA 3.000 3.000   3.000 $456.50 $0.00 $1,369.50
0102 (PL)ROADWAY LUMINAIRE 809(A) 8090 EA 5.000 5.000   5.000 $517.00 $0.00 $2,585.00
0103 SERVICE POLE 810(A) 3118 EA 1.000 1.000   1.000 $4,378.00 $0.00 $4,378.00
0104 1/C NO.4 ELECTRICAL CONDUCTOR 811 8038 LF 2,160.000 1,664.000   1,664.000 $1.21 $0.00 $2,013.44
0105 1/C NO.12 ELECTRICAL CONDUCTOR 811 8046 LF 700.000 550.000   550.000 $0.58 $0.00 $319.00
Subtotals For Category     0301/HIGHWAY LIGHTING    $0.00 $28,719.35
Fed/State Project Number:    NH-STIM(039) Project:    20316(18) Category:    0600/STAKING
0106 STAKING 642 0098 LSUM 1.000 1.000   1.000 $19,250.00 $0.00 $19,250.00
Subtotals For Category     0600/STAKING    $0.00 $19,250.00
Fed/State Project Number:    NH-STIM(039) Project:    20316(18) Category:    0640/CONSTRUCTION
0107 (SP)SWPPP DOCUMENTATION AND MANAGEMENT 220 2800 LSUM 1.000 1.000   1.000 $10,000.00 $0.00 $10,000.00
0108 MOBILIZATION 641 1399 LSUM 1.000 1.000   1.000 $150,000.00 $0.00 $150,000.00
0109 (SP)CONTRACTORS QUALITY CONTROL 643 0087 LSUM 1.000 1.000   1.000 $10,000.00 $0.00 $10,000.00
Subtotals For Category     0640/CONSTRUCTION    $0.00 $170,000.00
Fed/State Project Number:    NH-STIM(039) Project:    20316(18) Category:    0900/Federal Non Participating
8010 CONSTRUCTION MISCELLANEOUS 104 0700 LSUM 0.000 1.000   1.000 $2,679.03 $0.00 $2,679.03
Subtotals For Category     0900/Federal Non Participating    $0.00 $2,679.03
Subtotals For Project NH-STIM(039) /20316(18) $1,486.50 $5,529,375.89