Oklahoma Department of Transportation
Final Estimate Affidavit

Contract ID: 090292   Estimate Number: 0032 , Final     Spec Year: 1999
Primary JP: 11395(12)   Residency: HEAVENER (02200)     Contract No: 510075
Date Created: 03/12/2012   Contractor FEI: 730764097A     Account No: 400200

Project Number(s): NH-STIM(008)
Contract Description: GRADE, DRAIN, SURFACE AND BRIDGE US-271: FROM SH-112 EXTEND WEST TO SH-9A. PROJECT LENGTH = 1.522 MILES.
Primary County: LEFLORE              
Name of Road: US-271              
Prime Contractor: MANHATTAN ROAD & BRIDGE COMPANY           Time Charged: 704.00
    5601 S. 122ND E. AVE.           Time Allowed: 821.00
    TULSA , OK   74146           Percent Time: 85.75 %

  Paid To Date: $6,867,058.00 Payable This Statement: $44,314.17

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.                                
MANHATTAN ROAD & BRIDGE COMPANY                               
 
_________________________________________________
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:    03/12/2012
Contract ID: 090292   Estimate Number: 0032     Contract No: 510075
Residency: HEAVENER (02200)   Estimate Type: Final     Account No: 400200

Project Number(s): NH-STIM(008)
Primary Job Piece No: 11395(12)
Contract Description: GRADE, DRAIN, SURFACE AND BRIDGE US-271: FROM SH-112 EXTEND WEST TO SH-9A. PROJECT LENGTH = 1.522 MILES.
Primary County: LEFLORE              
Name of Road: US-271              
Prime Contractor: MANHATTAN ROAD & BRIDGE COMPANY              
    5601 S. 122ND E. AVE.              
    TULSA , OK   74146              
Surety Company: FEDERAL INSURANCE COMPANY              

Date Let: 06/18/2009 NTP Effective Date: 09/14/2009 Pay Period: 06/01/2011  TO  03/12/2012
Date Awarded: 06/22/2009 Date Work Began: 12/01/2009 Original Contract Time: 365
Date Contract Executed: 07/08/2009 Date Time Stopped: 08/18/2011 Current Time Charged: 704.00
Date NTP Issued: 07/09/2009 Completion Date: 08/18/2011 Current Time Allowed: 821.00
General Liability Expires: 10/01/2012 Workman's Comp Expires: 10/01/2012 Percent Time Used: 85.75 %
Specification Year: 1999        

Current Contract Amount: $6,867,057.97 Total to Date Prev to Date This Estimate
Bid Amount: $6,631,375.28 Participating: $6,706,826.91 $6,666,177.81 $40,649.10
Percent Complete: 100 % Non Participating: $0.00 $0.00 $0.00
Funds Available: $-0.03 Non ARRA: $160,231.09 $102,527.04 $57,704.05
Unearned Balance: $-235,682.72 Total Earnings: $6,867,058.00 $6,768,704.85 $98,353.15
Stockpiled Materials: $0.00 $0.00 $0.00
Gross Earnings: $6,867,058.00 $6,768,704.85 $98,353.15
Other Adjustments: $0.00 $54,038.98 $-54,038.98
Liq Dam/Disincentive: $0.00 $0.00 $0.00
TOTAL: $6,867,058.00 $6,822,743.83 $44,314.17

Estimate Adjustment Detail

Contract ID: 090292   Estimate Number: 0032     Primary JP: 11395(12)



CHANGE ORDER HISTORY
Change Order Nbr. Change Order Description Status Approval Date Contract Time Adjustment Total Change Order Amount
001 Removal of Concrete Pavement Approved 04/12/2010 11.0 $101,455.20
002 Additional Funds for S4 Asphalt Approved 06/03/2011 0.0 $167,547.27
003 Re-mobilizaton Approved 10/03/2011 0.0 $3,661.53
004 Final Quantity Change Order Approved 03/09/2012 0.0 $-36,981.31


STOCKPILE PAYMENT HISTORY
Project Line Nbr Stockpile Description Adjustment Type Estimate Nbr Adjusted Amount
11395(12) 0020 Separator Fabric Stockpiled Material Initial Payment 0017 $9,410.75
11395(12) 0020 Separator Fabric Stockpiled Material Adjustment 0020 $-9,410.75
11395(12) 0057 Prestressed Concrete Beams(Type J BT) Stockpiled Material Initial Payment 0003 $101,288.69
11395(12) 0057 Prestressed Concrete Beams(Type J BT) Stockpiled Material Initial Payment 0004 $50,644.34
11395(12) 0057 Prestressed Concrete Beams(Type J BT) Stockpiled Material Closure 0016 $-4.23
11395(12) 0057 Prestressed Concrete Beams(Type J BT) Stockpiled Material Adjustment 0010 $-50,640.11
11395(12) 0057 Prestressed Concrete Beams(Type J BT) Stockpiled Material Adjustment 0010 $-101,288.69
11395(12) 0061 Structural Steel(Beams) Stockpiled Material Closure 0004 $-208,267.72
11395(12) 0061 Structural Steel(Beams) Stockpiled Material Initial Payment 0001 $208,267.72
11395(12) 0061 Structural Steel(Beams) Stockpiled Material Closure 0004 $-156,054.62
11395(12) 0061 Structural Steel(Beams) Stockpiled Material Initial Payment 0001 $156,054.62
11395(12) 0061 Structural Steel Beams Stockpiled Material Adjustment 0013 $-509,490.50
11395(12) 0061 Structural Steel Beams Stockpiled Material Adjustment 0011 $-254,747.31
11395(12) 0061 Structural Steel Beams Stockpiled Material Initial Payment 0004 $764,237.80
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Initial Payment 0007 $10,921.67
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0008 $-2,040.98
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0009 $-5,819.23
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0007 $-3,061.46
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0007 $-3,061.46
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0009 $-10,348.56
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0008 $-2,040.98
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Initial Payment 0007 $15,451.00
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0009 $-8,940.28
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Initial Payment 0007 $14,042.72
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0008 $-2,040.97
11395(12) 0065 Epoxy Reinforcing Steel Stockpiled Material Adjustment 0007 $-3,061.46
11395(12) 0065 Epoxy Coated Reinforcing Steel Stockpiled Material Initial Payment 0007 $2,277.69
11395(12) 0065 Epoxy Coated Reinforcing Steel Stockpiled Material Adjustment 0007 $-2,277.69
11395(12) 0066 Piles, Furnished (HP10x42) Stockpiled Material Initial Payment 0002 $9,848.00
11395(12) 0066 Piles, Furnished (HP10x42) Stockpiled Material Closure 0016 $-633.09
11395(12) 0066 Piles, Furnished (HP10x42) Stockpiled Material Adjustment 0010 $-9,214.91
11395(12) 0067 Piles, Furnished (HP12x53) Stockpiled Material Adjustment 0010 $-23,925.60
11395(12) 0067 Piles, Furnished (HP12x53) Stockpiled Material Initial Payment 0002 $23,925.60
11395(12) 0072 72" Drill Shafts Stockpiled Material Adjustment 0007 $-7,497.98
11395(12) 0072 72" Drill Shafts Stockpiled Material Adjustment 0008 $-7,344.96
11395(12) 0072 72" Drill Shafts Stockpiled Material Initial Payment 0007 $14,842.94
11395(12) 0072 72" Drill Shafts Stockpiled Material Adjustment 0008 $-153.02
11395(12) 0072 72" Drill Shafts Stockpiled Material Initial Payment 0007 $7,651.00
11395(12) 0072 72" Drill Shafts Stockpiled Material Adjustment 0007 $-7,497.98
11395(12) 0073 84" Drill Shafts Stockpiled Material Adjustment 0011 $-8,967.39
11395(12) 0073 84" Drill Shafts Stockpiled Material Initial Payment 0007 $17,507.76
11395(12) 0073 84" Drill Shafts Stockpiled Material Adjustment 0007 $-8,540.37
11395(12) 0076 Fixed Bearing Assembly Stockpiled Material Closure 0004 $-3,607.34
11395(12) 0076 Fixed Bearing Assembly Stockpiled Material Initial Payment 0003 $3,607.34
11395(12) 0076 Fixed Bearing Assembly Stockpiled Material Initial Payment 0004 $4,509.18
11395(12) 0076 Fixed Bearing Assembly Stockpiled Material Adjustment 0011 $-4,509.18
11395(12) 0076 Fixed Bearing Assembly Stockpiled Material Adjustment 0011 $-7,176.00
11395(12) 0076 Fixed Bearing Assembly Stockpiled Material Initial Payment 0004 $7,176.00
11395(12) 0077 Expansion Bearing Assembly Stockpiled Material Adjustment 0011 $-4,509.18
11395(12) 0077 Expansion Bearing Assembly Stockpiled Material Initial Payment 0003 $5,411.01
11395(12) 0077 Expansion Bearing Assembly Stockpiled Material Closure 0004 $-5,411.01
11395(12) 0077 Expansion Bearing Assembly Stockpiled Material Initial Payment 0004 $4,509.18
11395(12) 0077 Expansion Bearing Assembly Stockpiled Material Adjustment 0011 $-21,528.00
11395(12) 0077 Expansion Bearing Assembly Stockpiled Material Initial Payment 0004 $21,528.00
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.


CONTRACT ADJUSTMENTS HISTORY
Adjustment Description Estimate Nbr Adjustment Amount
Withhold to Funds Avail(Prog. Est. Only) 0030 $-89,913.35
Withhold to Funds Avail(Prog. Est. Only) 0031 $89,913.35
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
11395(12) 0019 OPEN GRADED BITUMINOUS BASE Asphalt Binder Adjustment 0023 0.00 $0.00 $2,123.45
11395(12) 0019 OPEN GRADED BITUMINOUS BASE Asphalt Binder Adjustment 0024 0.00 $0.00 $7,906.33
11395(12) 0019 OPEN GRADED BITUMINOUS BASE Asphalt Binder Adjustment 0027 477.36 $1.03 $492.28
11395(12) 0019 OPEN GRADED BITUMINOUS BASE * Asphalt Binder Adjustment 0032 0.00 $0.00 $-10,522.06
11395(12) 0019 OPEN GRADED BITUMINOUS BASE Asphalt Binder Adjustment 0032 -0.04 $3.78 $-0.15
11395(12) 0019 OPEN GRADED BITUMINOUS BASE * Asphalt Binder Adjustment 0032 0.00 $0.00 $0.15
11395(12) 0024 (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) Asphalt Binder Adjustment 0024 0.00 $0.00 $6,258.84
11395(12) 0024 (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) Asphalt Binder Adjustment 0025 0.00 $0.00 $2,778.57
11395(12) 0024 (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) * Asphalt Binder Adjustment 0032 0.00 $0.00 $-9,037.41
11395(12) 0025 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0024 0.00 $0.00 $12,420.39
11395(12) 0025 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0025 0.00 $0.00 $5,237.60
11395(12) 0025 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0027 731.55 $1.73 $1,267.41
11395(12) 0025 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * Asphalt Binder Adjustment 0032 0.00 $0.00 $-18,925.40
11395(12) 0026 (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) Asphalt Binder Adjustment 0025 0.00 $0.00 $2,575.51
11395(12) 0026 (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) Asphalt Binder Adjustment 0027 2,139.26 $1.98 $4,235.74
11395(12) 0026 (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) Asphalt Binder Adjustment 0029 2,075.98 $1.98 $4,110.44
11395(12) 0026 (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) * Asphalt Binder Adjustment 0032 0.00 $0.00 $-10,921.69
11395(12) 0027 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0025 0.00 $0.00 $2,900.99
11395(12) 0027 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0029 874.46 $1.98 $1,731.43
11395(12) 0027 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) * Asphalt Binder Adjustment 0032 0.00 $0.00 $-4,632.42
Subtotals For Line Item Adjustments $0.00
* = User applied Line Item Adjustments


MILESTONE ADJUSTMENTS
Milestone Number Milestone Description Time Allowed Time Used Rate Total
No milestones exist for this contract.

Line Item Detail

Contract ID: 090292   Estimate Number: 0032     Primary JP: 11395(12)



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(008) Project:    11395(12) Category:    0100/ROADWAY
0001 CLEARING AND GRUBBING 201 0102 LSUM 1.000 1.000   1.000 $45,000.00 $0.00 $45,000.00
0002 UNCLASSIFIED EXCAVATION 202(A) 0183 CY 47,282.000 94,963.600   94,963.600 $3.57 $0.00 $339,020.05
0003 UNCLASSIFIED BORROW 202(C) 0184 CY 73,417.000 18,157.000 -0.160 18,157.000 $4.73 $-0.76 $85,882.61
0004 TYPE A-SALVAGED TOPSOIL 205 4229 LSUM 1.000 1.000   1.000 $34,000.00 $0.00 $34,000.00
0005 TEMPORARY SILT FENCE 223 2801 LF 800.000 2,626.000   2,626.000 $3.50 $0.00 $9,191.00
0006 TEMPORARY SEDIMENT FILTER 224 2803 EA 8.000 0.000   0.000 $70.00 $0.00 $0.00
0007 TEMPORARY SEDIMENT BASIN 225 2804 EA 2.000 0.000   0.000 $400.00 $0.00 $0.00
0008 TEMPORARY SILT DIKE 227 0100 LF 532.000 161.000   161.000 $8.00 $0.00 $1,288.00
0009 DITCH LINER PROTECTION 229 4318 LF 1,914.000 0.000   0.000 $1.18 $0.00 $0.00
0010 SOLID SLAB SODDING 230(A) 2806 SY 67,281.000 56,495.000 -635.610 56,495.000 $1.18 $-750.02 $66,664.10
0011 WATERING 230(F) 2812 MGAL 2,692.000 338.010 0.010 338.010 $10.32 $0.10 $3,488.26
0012 SEEDING METHOD B 232(B) 2814 AC 13.900 0.000   0.000 $465.70 $0.00 $0.00
0013 VEGETATIVE MULCHING 233(A) 2817 AC 13.900 0.000   0.000 $513.41 $0.00 $0.00
0014 FERTILIZING (10-20-10) 234(A) 2824 TON 7.000 5.650   5.650 $570.45 $0.00 $3,223.04
0015 FERTILIZING (0-46-0) 234(A) 4406 TON 1.000 1.000   1.000 $2,000.00 $0.00 $2,000.00
0016 (PL)ROCK FILTER DAM, TYPE 1 235(A) 0100 CY 2.000 0.000   0.000 $65.00 $0.00 $0.00
0017 MOWING 241 2832 AC 13.900 0.000   0.000 $87.12 $0.00 $0.00
0018 AGGREGATE BASE 303 0192 CY 9,834.000 9,236.290   9,236.290 $31.00 $0.00 $286,324.99
0019 OPEN GRADED BITUMINOUS BASE 319 5190 TON 7,184.000 7,027.170 -0.040 7,027.170 $50.65 $-2.03 $355,926.16
0020 SEPARATOR FABRIC 325 5271 SY 47,839.000 44,232.940   44,232.940 $0.75 $0.00 $33,174.71
0021 TRAFFIC BOUND SURFACE COURSE TYPE E 403(E) 0225 TON 4,964.000 6,499.070 287.720 6,499.070 $18.00 $5,178.96 $116,983.26
0022 TACK COAT 407 0250 GAL 5,655.000 5,147.350   5,147.350 $3.22 $0.00 $16,574.47
0023 PRIME COAT 408 5774 GAL 16,457.000 15,361.580 1,652.715 15,361.580 $5.19 $8,577.59 $79,726.60
0024 (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) 411(S3) 5935 TON 4,332.000 3,863.390 0.000 3,863.390 $65.24 $0.00 $252,047.57
0025 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) 411(S3) 5945 TON 8,203.000 8,256.010 0.000 8,256.010 $56.30 $0.00 $464,813.37
0026 (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) 411(S4) 5950 TON 2,933.000 5,375.380 0.000 5,375.380 $68.60 $0.00 $368,751.07
0027 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) 411(S4) 5960 TON 1,420.000 2,181.210 0.000 2,181.210 $58.93 $0.00 $128,538.71
0028 RUMBLE STRIP-METHOD AC-CON 413(A) 4861 LF 13,754.000 24,670.000   24,670.000 $0.45 $0.00 $11,101.50
0029 CLASS A CONCRETE FOR SMALL STRUCTURES 509(C) 0322 CY 0.400 0.580 0.580 0.580 $5,000.00 $2,900.00 $2,900.00
0030 CLASS C CONCRETE 509(D) 0325 CY 369.000 433.680   433.680 $230.00 $0.00 $99,746.40
0031 REINFORCING STEEL 511(A) 0332 LB 37.000 67.500 67.500 67.500 $5.00 $337.50 $337.50
0032 INLET (SMD-TYPE 2) 611(E) 6002 EA 4.000 6.000   6.000 $4,500.00 $0.00 $27,000.00
0033 INLET (SMD-TYPE 2B) 611(E) 6006 EA 2.000 3.000   3.000 $4,000.00 $0.00 $12,000.00
0034 24" R.C.PIPE CLASS III 613(B) 0492 LF 194.000 285.000   285.000 $37.50 $0.00 $10,687.50
0035 30" R.C.PIPE CLASS III 613(B) 0493 LF 60.000 105.000   105.000 $55.00 $0.00 $5,775.00
0036 TYPE A6 CULVERT END TREATMENT 613(CC) 7196 EA 8.000 8.000   8.000 $625.00 $0.00 $5,000.00
0037 TYPE B6 CULVERT END TREATMENT 613(CC) 7197 EA 2.000 0.000   0.000 $825.00 $0.00 $0.00
0038 18" PRECOATED CORR. STEEL PIPE 613(F) 5100 LF 235.000 340.000   340.000 $30.00 $0.00 $10,200.00
0039 24" PREFAB. CULVERT END SECTION, ROUND 613(M) 5730 EA 1.000 3.000   3.000 $750.00 $0.00 $2,250.00
0040 30" PREFAB. CULVERT END SECTION, ROUND 613(M) 5732 EA 1.000 2.000   2.000 $850.00 $0.00 $1,700.00
0041 6" PERFORATED PIPE UNDERDRAIN ROUND 613(P) 1091 LF 562.000 0.000   0.000 $5.00 $0.00 $0.00
0042 6" NON-PERF.PIPE UNDERDRAIN RND. 613(Q) 1096 LF 188.000 0.000   0.000 $5.00 $0.00 $0.00
0043 PIPE UNDERDRAIN COVER MAT'L. 613(R) 1100 CY 169.000 0.000   0.000 $25.00 $0.00 $0.00
0044 TRENCH EXCAVATION 613(S) 1180 CY 281.000 77.780   77.780 $8.30 $0.00 $645.57
0045 STANDARD BEDDING MATERIAL 613(T) 1181 CY 60.000 101.330   101.330 $35.00 $0.00 $3,546.55
0046 REMOVAL OF STRUCTURES & OBSTRUCTIONS 619(A) 0920 LSUM 1.000 1.000   1.000 $15,000.00 $0.00 $15,000.00
0047 REMOVAL OF ASPHALT PAVEMENT 619(B) 4728 SY 37,970.000 32,129.780   32,129.780 $1.50 $0.00 $48,194.67
0048 SAWING PAVEMENT 619(C) 0924 LF 2,940.000 532.000   532.000 $3.00 $0.00 $1,596.00
0049 BEAM GUARD RAIL-W-BEAM-SINGLE 623(A) 0932 LF 425.000 425.000   425.000 $16.75 $0.00 $7,118.75
0050 THRIE BEAM BRIDGE CONNECTION-TYPE A 623(E) 7114 EA 3.000 3.000   3.000 $1,150.00 $0.00 $3,450.00
0051 GUARD RAIL ANCHOR UNIT (TYPE B) 623(F) 4447 EA 1.000 1.000   1.000 $800.00 $0.00 $800.00
0052 (SP)G.E.T. GUARD RAIL END SECTION 623(H) 8571 EA 2.000 2.000   2.000 $2,000.00 $0.00 $4,000.00
0053 REMOVE AND RESET MAILBOX 629(E) 5048 EA 2.000 0.000   0.000 $60.00 $0.00 $0.00
0054 OUTLET LATERAL HEADWALL 653(C) 5946 EA 8.000 0.000   0.000 $250.00 $0.00 $0.00
8003 DEDUCTION FOR ASPHALT PAVING 411 4630 LSUM 0.000 1.000 1.000 1.000 $-137.20 $-137.20 $-137.20
Subtotals For Category     0100/ROADWAY    $16,104.14 $2,965,530.21
Fed/State Project Number:    NH-STIM(008) Project:    11395(12) Category:    0200/BRIDGE 'A'
0055 SUBSTRUCTURE EXCAVATION COMMON 501(B) 1307 CY 330.000 330.000   330.000 $20.00 $0.00 $6,600.00
0056 CLSM BACKFILL 501(G) 6309 CY 346.600 346.600 0.600 346.600 $100.00 $60.00 $34,660.00
0057 PRESTRESSED CONCRETE BEAMS (TYPE J BT) 503(A) 6290 LF 1,436.000 1,436.000   1,436.000 $222.50 $0.00 $319,510.00
0058 APPROACH SLAB 504(A) 1304 SY 330.400 330.400   330.400 $140.00 $0.00 $46,256.00
0059 SEALED EXPANSION JOINT 504(C) 6250 LF 126.500 126.500   126.500 $250.00 $0.00 $31,625.00
0060 42" F-SHAPED PARAPET 504(F) 6190 LF 1,891.000 1,891.000   1,891.000 $47.50 $0.00 $89,822.50
0061 STRUCTURAL STEEL 506(A) 1322 LB 928,600.000 928,600.000   928,600.000 $1.04 $0.00 $965,744.00
0062 CLASS AA CONCRETE 509(A) 1326 CY 1,015.000 1,015.000   1,015.000 $400.00 $0.00 $406,000.00
0063 CLASS A CONCRETE 509(B) 1328 CY 618.400 618.400   618.400 $475.00 $0.00 $293,740.00
0064 REINFORCING STEEL 511(A) 1332 LB 6,070.000 6,070.000   6,070.000 $1.50 $0.00 $9,105.00
0065 EPOXY COATED REINFORCING STEEL 511(B) 6010 LB 321,280.000 321,280.000   321,280.000 $0.80 $0.00 $257,024.00
0066 PILES, FURNISHED (HP 10X42) 514(A) 6010 LF 524.000 525.420 1.420 525.420 $45.00 $63.90 $23,643.90
0067 PILES, FURNISHED (HP 12X53) 514(A) 6011 LF 1,090.000 1,076.000 -4.000 1,076.000 $45.00 $-180.00 $48,420.00
0068 PILES, DRIVEN (HP 10X42) 514(B) 6292 LF 524.000 522.340   522.340 $10.00 $0.00 $5,223.40
0069 PILES, DRIVEN (HP 12X53) 514(B) 6294 LF 1,090.000 1,034.190   1,034.190 $10.00 $0.00 $10,341.90
0070 PILE LOAD TEST (DYNAMIC) 514(F) 6354 EA 18.000 18.000   18.000 $750.00 $0.00 $13,500.00
0071 WATER REPELLENT (VISUALLY INSPECTED) 515(A) 6013 SY 3,005.000 3,005.000   3,005.000 $3.25 $0.00 $9,766.25
0072 DRILLED SHAFTS 72" DIAMETER 516(A) 6098 LF 294.000 292.000 -2.000 292.000 $900.00 $-1,800.00 $262,800.00
0073 DRILLED SHAFTS 84" DIAMETER 516(A) 6100 LF 164.000 164.000   164.000 $1,100.00 $0.00 $180,400.00
0074 (SP) SEALER CRACK PREPARATION 523(A) 6550 LF 290.000 290.000   290.000 $4.15 $0.00 $1,203.50
0075 (SP) SEALER RESIN 523(B) 6560 GAL 3.000 3.000   3.000 $130.00 $0.00 $390.00
0076 (PL)FIXED BEARING ASSEMBLY 535 6164 EA 16.000 16.000   16.000 $1,500.00 $0.00 $24,000.00
0077 (PL)EXPANSION BEARING ASSEMBLY 535 6165 EA 24.000 24.000   24.000 $1,500.00 $0.00 $36,000.00
0078 TYPE I-A PLAIN RIPRAP 601(A-1)1353 TON 3,980.000 2,762.610   2,762.610 $20.00 $0.00 $55,252.20
0079 TYPE I-A FILTER BLANKET 601(A-2)1355 TON 750.000 496.110   496.110 $18.25 $0.00 $9,054.01
0080 6" PERFORATED PIPE UNDERDRAIN ROUND 613(P) 6204 LF 84.000 84.000   84.000 $20.00 $0.00 $1,680.00
0081 6" NON-PERF.PIPE UNDERDRAIN RND. 613(Q) 6207 LF 44.000 149.000   149.000 $20.00 $0.00 $2,980.00
0082 REMOVAL OF EXISTING BRIDGE STRUCTURE 619(D) 1397 LSUM 1.000 1.000   1.000 $102,655.00 $0.00 $102,655.00
Subtotals For Category     0200/BRIDGE 'A'    $-1,856.10 $3,247,396.66
Fed/State Project Number:    NH-STIM(008) Project:    11395(12) Category:    0300/TRAFFIC
0083 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 856(A) 8839 LF 31,000.000 0.000   0.000 $0.07 $0.00 $0.00
0084 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 856(G) 8890 EA 2,320.000 275.000   275.000 $0.41 $0.00 $112.75
0085 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 859(A) 8006 LF 2,500.000 10,714.000 -214.000 10,714.000 $0.26 $-55.64 $2,785.64
0086 ARROW DISPLAY(TYPE C) 880(A) 8812 SD 730.000 417.000   417.000 $0.52 $0.00 $216.84
0087 CONSTRUCTION SIGNS 0 TO 6.25 SF 880(B) 8818 SD 10,220.000 3,527.000   3,527.000 $0.05 $0.00 $176.35
0088 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 880(B) 8821 SD 4,380.000 13,845.000 1,450.000 13,845.000 $1.04 $1,508.00 $14,398.80
0089 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 880(B) 8824 SD 9,490.000 38,142.000 5,496.000 38,142.000 $1.04 $5,715.84 $39,667.68
0090 BARRICADES(TYPE III) 880(C) 8842 SD 9,125.000 10,277.000 98.000 10,277.000 $0.05 $4.90 $513.85
0091 WING BARRICADES 880(C) 8848 SD 1,095.000 2,488.000 744.000 2,488.000 $0.52 $386.88 $1,293.76
0092 WARNING LIGHTS(TYPE A) 880(E) 8860 SD 27,740.000 35,836.000 3,150.000 35,836.000 $0.01 $31.50 $358.36
0093 WARNING LIGHTS(TYPE C) 880(E) 8872 SD 27,010.000 46,641.000 252.000 46,641.000 $0.01 $2.52 $466.41
0094 DRUMS 880(F) 8878 SD 27,010.000 60,124.000 252.000 60,124.000 $0.26 $65.52 $15,632.24
0095 PORT.CHANGEABLE MESSAGE SIGN 882(B) 8306 SD 30.000 0.000   0.000 $25.93 $0.00 $0.00
Subtotals For Category     0300/TRAFFIC    $7,659.52 $75,622.68
Fed/State Project Number:    NH-STIM(008) Project:    11395(12) Category:    0301/SIGN AND STRIPE
0096 STRUCTURAL CONCRETE 804(A) 2915 CY 2.520 3.850 3.010 3.850 $414.88 $1,248.79 $1,597.29
0097 SHEET ALUMINUM SIGNS 850(A) 8110 SF 241.150 453.150 198.000 453.150 $12.45 $2,465.10 $5,641.72
0098 2" SQUARE TUBE POST 851(C) 8324 LF 110.000 402.000 234.000 402.000 $6.74 $1,577.16 $2,709.48
0099 2 1/4" SQUARE TUBE POST 851(C) 8327 LF 373.000 374.000 26.000 374.000 $6.74 $175.24 $2,520.76
0100 TRAFFIC STRIPE(PLASTIC)(4" WIDE) 855(A) 8812 LF 38,270.000 48,471.000   48,471.000 $0.41 $0.00 $19,873.11
0101 TRAFFIC STRIPE(PLASTIC)(ARROWS) 855(B) 8818 EA 18.000 15.000   15.000 $72.60 $0.00 $1,089.00
Subtotals For Category     0301/SIGN AND STRIPE    $5,466.29 $33,431.36
Fed/State Project Number:    NH-STIM(008) Project:    11395(12) Category:    0600/STAKING
0102 STAKING 642 0098 LSUM 1.000 1.000 0.050 1.000 $30,500.00 $1,525.00 $30,500.00
Subtotals For Category     0600/STAKING    $1,525.00 $30,500.00
Fed/State Project Number:    NH-STIM(008) Project:    11395(12) Category:    0640/CONSTRUCTION
0103 (SP)SWPPP DOCUMENTATION AND MANAGEMENT 220 2800 LSUM 1.000 1.000 0.250 1.000 $5,000.00 $1,250.00 $5,000.00
0104 FIELD OFFICE 640 1426 EA 1.000 1.000   1.000 $22,345.00 $0.00 $22,345.00
0105 MOBILIZATION 641 1552 LSUM 1.000 1.000   1.000 $285,000.00 $0.00 $285,000.00
0106 (SP)CONTRACTORS QUALITY CONTROL 643 0087 LSUM 1.000 1.000 0.250 1.000 $42,001.00 $10,500.25 $42,001.00
Subtotals For Category     0640/CONSTRUCTION    $11,750.25 $354,346.00
Fed/State Project Number:    NH-STIM(008) Project:    11395(12) Category:    0850/Non ARRA Funding
8000 REMOVAL OF CONCRETE PAVEMENT 619(B) 4727 SY 0.000 19,418.670 0.670 19,418.670 $5.28 $3.54 $102,530.58
8001 ASPHALT BINDER PRICE ADJUSTMENT 109 1150 LSUM 0.000 1.000 1.000 1.000 $54,038.98 $54,038.98 $54,038.98
8002 MOBILIZATION 641 1399 LSUM 0.000 1.000 1.000 1.000 $900.00 $900.00 $900.00
8006 CONSTRUCTION MISCELLANEOUS 104 0700 LSUM 0.000 1.000 1.000 1.000 $2,761.53 $2,761.53 $2,761.53
Subtotals For Category     0850/Non ARRA Funding    $57,704.05 $160,231.09
Subtotals For Project NH-STIM(008) /11395(12) $98,353.15 $6,867,058.00