| 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 |
| 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 | ||||
| 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. | |||||||||
| 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 | ||||||||