Contract ID: | 090587 | Estimate Number: | 0049 , Final | Spec Year: | 1999 | |||
Primary JP: | 17387(04) | Residency: | CRAIG & KEITHLINE, INC. (08007) | Contract No: | 510450 | |||
Date Created: | 01/08/2015 | Contractor FEI: | 730764097A | Account No: | 400800 |
Project Number(s): | NHY-014N(019)SS | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-75: AT THE 111TH STREET JUNCTION IN THE CITY OF JENKS. PROJECT LENGTH = 2.738 MILES. | ||||||||
Primary County: | TULSA | ||||||||
Name of Road: | US-75 | ||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | Time Charged: | 1688.00 | ||||||
5601 S. 122ND E. AVE. | Time Allowed: | 1716.00 | |||||||
TULSA , OK 74146 | Percent Time: | 98.37 % |
Paid To Date: | $12,074,573.39 | Payable This Statement: | $7,991.85 |
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: | 090587 | Estimate Number: | 0049 | Contract No: | 510450 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Final | Account No: | 400800 | |||
Project Number(s): | NHY-014N(019)SS | ||||||||||||
Primary Job Piece No: | 17387(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-75: AT THE 111TH STREET JUNCTION IN THE CITY OF JENKS. PROJECT LENGTH = 2.738 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | US-75 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 09/17/2009 | NTP Effective Date: | 03/01/2010 | Pay Period: | 08/16/2014 TO 11/30/2014 |
Date Awarded: | 10/05/2009 | Date Work Began: | 11/10/2009 | Original Contract Time: | 365 |
Date Contract Executed: | 10/20/2009 | Date Time Stopped: | 06/24/2014 | Current Time Charged: | 1688.00 |
Date NTP Issued: | 10/23/2009 | Completion Date: | 06/24/2014 | Current Time Allowed: | 1716.00 |
General Liability Expires: | 10/01/2015 | Workman's Comp Expires: | 10/01/2015 | Percent Time Used: | 98.37 % |
Specification Year: | 1999 | ||||
Bid Amount: | $11,243,505.69 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $12,074,573.31 | Participating: | $12,063,969.27 | $12,055,977.42 | $7,991.85 | ||
Percent Complete: | 100 % | Non Participating: | $10,604.12 | $10,604.12 | $0.00 | ||
Unearned Balance: | $-0.08 | Total Earnings: | $12,074,573.39 | $12,066,581.54 | $7,991.85 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $12,074,573.39 | $12,066,581.54 | $7,991.85 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $12,074,573.39 | $12,066,581.54 | $7,991.85 |
Contract ID: | 090587 | Estimate Number: | 0049 | Primary JP: | 17387(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds 30" RCP Cl. IV and 48" RCP Cl. IV & V to the contract. | Approved | 04/08/2010 | 0.0 | $32,482.74 |
002 | Adds 6" Perf. & 6" Non-Perf. Pipe Underdrain. | Approved | 05/03/2010 | 0.0 | $90,902.40 |
003 | Overrun Uncl. Borrow & underrun T.B.S.C. | Approved | 07/11/2011 | 0.0 | $43,111.40 |
004 | Adds Fence Style SWF (5 Barbed Wire) to the contract. | Approved | 02/08/2011 | 0.0 | $56,565.00 |
005 | Adds guardrail items and removal of overhead sign structure. | Approved | 02/08/2011 | 0.0 | $14,522.50 |
006 | Adds 107 Days for work added by prev. C.O.s. | Approved | 03/28/2011 | 107.0 | $0.00 |
007 | Reimburses subcontractor for payment of elec. service. | Approved | 06/04/2012 | 0.0 | $21,546.00 |
008 | Funds asphalt binder adjustments | Approved | 07/11/2011 | 0.0 | $40,394.56 |
009 | Changes method of payment for Aggregate Base. | Approved | 05/08/2012 | 0.0 | $20,061.13 |
010 | Deletes "Pay Plan Qty" note on drainage str. items. | Approved | 03/05/2012 | 0.0 | $31,827.36 |
011 | Overrun Plastic Stripe, Uncl. Exc. & 16.0 - 32.99 SF Signs | Approved | 06/04/2012 | 0.0 | $51,922.73 |
012 | Adds pay item Re-Mobilization, for permanent signs added. | Approved | 09/11/2012 | 0.0 | $16,555.20 |
013 | Repair existing High Mast and Underpass Lighting | Approved | 04/01/2013 | 0.0 | $9,790.20 |
014 | F-Shaped Barrier on 111th | Approved | 04/01/2013 | 21.0 | $131,111.98 |
015 | Additional funding for payment of electricity for lights | Approved | 04/03/2013 | 0.0 | $6,561.00 |
016 | Adds a new pay item for concrete apron around Str. 23 | Approved | 09/09/2013 | 0.0 | $9,679.13 |
017 | Ponds A & B and R/W fence on w. side of US-75 | Approved | 12/09/2013 | 30.0 | $193,720.85 |
018 | Reimburses Subcontractor for payment of electrical services | Approved | 05/05/2014 | 0.0 | $4,968.00 |
019 | Adds new Drainage Structure Pay Items | Approved | 07/07/2014 | 0.0 | $17,555.00 |
021 | Second Repair of existing high mast lighting | Approved | 07/07/2014 | 0.0 | $7,688.12 |
022 | Adds pay item for gate installed in WWF | Approved | 08/04/2014 | 0.0 | $22,170.14 |
023 | Final Quantity C.O. | Approved | 12/09/2014 | 0.0 | $7,932.18 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0005 | $22,050.00 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0017 | $-1,350.12 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0020 | $-11,565.60 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Initial Payment | 0010 | $22,050.00 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0018 | $-3,843.83 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Closure | 0008 | $-17,956.44 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0007 | $-1,234.39 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0006 | $-2,859.17 |
17387(04) | 0017 | SEPARATOR FABRIC | Stockpiled Material Adjustment | 0019 | $-5,290.45 |
17387(04) | 0029 | Drilled Shaft resteel for sound barrier wall | Stockpiled Material Closure | 0012 | $-24,765.06 |
17387(04) | 0029 | Drilled Shaft resteel for sound barrier wall | Stockpiled Material Initial Payment | 0010 | $24,765.06 |
17387(04) | 0030 | REINFORCING STEEL STR. 10 | Stockpiled Material Adjustment | 0005 | $-3,545.12 |
17387(04) | 0030 | REINFORCING STEEL STR. 10 | Stockpiled Material Initial Payment | 0005 | $3,768.32 |
17387(04) | 0030 | REINFORCING STEEL STR. 10 | Stockpiled Material Closure | 0007 | $-223.20 |
17387(04) | 0037 | MANHOLE (4' DIA.) STR. 11, 13 | Stockpiled Material Adjustment | 0005 | $-308.57 |
17387(04) | 0037 | MANHOLE (4' DIA.) STR. 11, 13 | Stockpiled Material Initial Payment | 0005 | $617.14 |
17387(04) | 0037 | MANHOLE (4' DIA.) STR. 11, 13 | Stockpiled Material Closure | 0008 | $-308.57 |
17387(04) | 0041 | Manhole Frame & Cover | Stockpiled Material Initial Payment | 0019 | $2,864.70 |
17387(04) | 0041 | Manhole Frame & Cover | Stockpiled Material Adjustment | 0020 | $-2,864.70 |
17387(04) | 0043 | Design 2B Inlet | Stockpiled Material Closure | 0008 | $-1,662.48 |
17387(04) | 0043 | Design 2B Inlet | Stockpiled Material Initial Payment | 0005 | $1,662.48 |
17387(04) | 0048 | GPI Type A Grate | Stockpiled Material Closure | 0025 | $-195.33 |
17387(04) | 0048 | GPI Type A Grate | Stockpiled Material Adjustment | 0020 | $-195.33 |
17387(04) | 0048 | GPI Type A Grate | Stockpiled Material Initial Payment | 0019 | $390.66 |
17387(04) | 0049 | GPI Type B Grate | Stockpiled Material Closure | 0025 | $-265.86 |
17387(04) | 0049 | GPI Type B Grate | Stockpiled Material Initial Payment | 0019 | $265.86 |
17387(04) | 0050 | SMD Type 2 Grate | Stockpiled Material Closure | 0025 | $-439.49 |
17387(04) | 0050 | SMD Type 2 Grate | Stockpiled Material Initial Payment | 0019 | $439.49 |
17387(04) | 0053 | 18"x30" Frame & Grate | Stockpiled Material Initial Payment | 0019 | $14,159.04 |
17387(04) | 0053 | 18"x30" Frame & Grate | Stockpiled Material Adjustment | 0021 | $-13,147.68 |
17387(04) | 0053 | 18"x30" Frame & Grate | Stockpiled Material Adjustment | 0023 | $-1,011.36 |
17387(04) | 0054 | Cast Iron Curb Inlets | Stockpiled Material Initial Payment | 0019 | $17,773.28 |
17387(04) | 0054 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0021 | $-15,234.24 |
17387(04) | 0054 | Cast Iron Curb Inlets | Stockpiled Material Adjustment | 0023 | $-2,539.04 |
17387(04) | 0055 | 18" RCP | Stockpiled Material Initial Payment | 0005 | $4,304.40 |
17387(04) | 0055 | 18" RCP | Stockpiled Material Adjustment | 0005 | $-327.05 |
17387(04) | 0055 | 18" RCP | Stockpiled Material Closure | 0008 | $-3,977.35 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Closure | 0008 | $-2,012.64 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Initial Payment | 0005 | $2,012.64 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Initial Payment | 0002 | $7,044.24 |
17387(04) | 0059 | 48" RCP | Stockpiled Material Adjustment | 0003 | $-7,044.24 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Adjustment | 0015 | $-287,395.78 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Initial Payment | 0011 | $287,395.78 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Adjustment | 0015 | $-126,084.75 |
17387(04) | 0087 | Prestressed concrete beams | Stockpiled Material Initial Payment | 0015 | $126,084.75 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Initial Payment | 0010 | $42,933.44 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Adjustment | 0010 | $-107,652.15 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Closure | 0012 | $-32,116.92 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Initial Payment | 0010 | $107,652.15 |
17387(04) | 0094 | Piers 1-4 Br. A | Stockpiled Material Adjustment | 0011 | $-10,816.52 |
17387(04) | 0134 | High Mast Luminaires | Stockpiled Material Adjustment | 0020 | $-11,440.00 |
17387(04) | 0134 | High Mast Luminaires | Stockpiled Material Initial Payment | 0011 | $13,585.00 |
17387(04) | 0134 | High Mast Luminaires | Stockpiled Material Adjustment | 0023 | $-2,145.00 |
17387(04) | 0137 | High Mast Pole | Stockpiled Material Adjustment | 0023 | $-6,997.00 |
17387(04) | 0137 | High Mast Pole | Stockpiled Material Initial Payment | 0015 | $6,997.00 |
17387(04) | 0138 | High Mast Pole | Stockpiled Material Adjustment | 0020 | $-28,560.00 |
17387(04) | 0138 | High Mast Pole | Stockpiled Material Initial Payment | 0015 | $28,560.00 |
17387(04) | 0139 | Lowering Devices | Stockpiled Material Adjustment | 0023 | $-3,420.40 |
17387(04) | 0139 | Lowering Devices | Stockpiled Material Adjustment | 0020 | $-13,681.60 |
17387(04) | 0139 | Lowering Devices | Stockpiled Material Initial Payment | 0015 | $17,102.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0028 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0029 | -5.0 | $2,000.00 | $10,000.00 | 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 |
17387(04) | 0003 | UNCLASSIFIED BORROW | * Material Discrepancy Adjustments | 0011 | -8,779.00 | $7.30 | $-64,086.70 |
17387(04) | 0003 | UNCLASSIFIED BORROW | * Material Discrepancy Adjustments | 0012 | 8,779.00 | $7.30 | $64,086.70 |
17387(04) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0016 | -84.00 | $8.75 | $-735.00 |
17387(04) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0025 | 84.00 | $8.75 | $735.00 |
17387(04) | 0011 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0028 | 0.00 | $0.00 | $-14,377.67 |
17387(04) | 0011 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0029 | 0.00 | $0.00 | $14,377.67 |
17387(04) | 0011 | SOLID SLAB SODDING | * Overrun | 0030 | -24,378.00 | $1.22 | $-29,741.16 |
17387(04) | 0011 | SOLID SLAB SODDING | * Overrun Re-adjustment | 0031 | 0.00 | $0.00 | $29,741.16 |
17387(04) | 0020 | TACK COAT | * Material Discrepancy Adjustments | 0016 | -2,275.00 | $3.15 | $-7,166.25 |
17387(04) | 0020 | TACK COAT | * Material Discrepancy Adjustments | 0018 | 2,275.00 | $3.15 | $7,166.25 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-1,770.00 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $874.58 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $3,728.64 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $5,862.72 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $18,715.85 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $1,963.32 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * ROADWAY DENSITY | 0028 | 0.00 | $0.00 | $-22,363.37 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 60.14 | $1.93 | $116.25 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $51.83 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-31,313.19 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * ROADWAY DENSITY | 0031 | 0.00 | $0.00 | $24,133.37 |
17387(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0032 | 43.33 | $5.92 | $256.65 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $602.91 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $302.73 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $2,009.46 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0019 | 0.00 | $0.00 | $-74,049.20 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $9,715.51 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $1,839.04 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $14,995.19 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $1,983.13 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0028 | 0.00 | $0.00 | $19,354.63 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $320.93 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 218.35 | $1.93 | $422.08 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-32,190.98 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0031 | 0.00 | $0.00 | $54,694.57 |
17387(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | -43.33 | $5.92 | $-256.65 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $639.42 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0019 | 0.00 | $0.00 | $-4,739.61 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $2,936.42 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $5,086.91 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $17,959.33 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $-578.90 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | -536.14 | $2.20 | $-1,184.44 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0031 | 0.00 | $0.00 | $4,739.61 |
17387(04) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-24,858.74 |
17387(04) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $803.70 |
17387(04) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0031 | 0.00 | $0.00 | $-803.70 |
17387(04) | 0027 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-625.00 |
17387(04) | 0027 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $625.00 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-4,180.80 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-2,244.48 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $2,246.85 |
17387(04) | 0029 | SOUND BARRIER WALL | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $4,178.43 |
17387(04) | 0039 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0016 | -2.54 | $140.00 | $-355.60 |
17387(04) | 0039 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0018 | 2.54 | $140.00 | $355.60 |
17387(04) | 0052 | INLET CICI DES. 3 (ADD'L DEPTH) | * Material Discrepancy Adjustments | 0016 | -5.94 | $440.00 | $-2,613.60 |
17387(04) | 0052 | INLET CICI DES. 3 (ADD'L DEPTH) | * Material Discrepancy Adjustments | 0018 | 5.94 | $440.00 | $2,613.60 |
17387(04) | 0055 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0016 | -277.00 | $51.00 | $-14,127.00 |
17387(04) | 0055 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0018 | 277.00 | $51.00 | $14,127.00 |
17387(04) | 0056 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0016 | -41.00 | $60.00 | $-2,460.00 |
17387(04) | 0056 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0018 | 41.00 | $60.00 | $2,460.00 |
17387(04) | 0064 | TYPE B4 CULVERT END TREATMENT | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-1,456.00 |
17387(04) | 0064 | TYPE B4 CULVERT END TREATMENT | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $1,456.00 |
17387(04) | 0067 | 36" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0016 | -34.00 | $38.00 | $-1,292.00 |
17387(04) | 0067 | 36" CORR. GALV. STEEL PIPE | * Material Discrepancy Adjustments | 0018 | 34.00 | $38.00 | $1,292.00 |
17387(04) | 0076 | TYPE F4 SLOPED CONCRETE END SECTION | * Overrun | 0032 | -3.00 | $4,000.00 | $-12,000.00 |
17387(04) | 0076 | TYPE F4 SLOPED CONCRETE END SECTION | * Overrun Re-adjustment | 0035 | 3.00 | $4,000.00 | $12,000.00 |
17387(04) | 0088 | APPROACH SLAB | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-4,310.06 |
17387(04) | 0088 | APPROACH SLAB | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $3,782.17 |
17387(04) | 0088 | APPROACH SLAB | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $527.89 |
17387(04) | 0091 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0027 | 0.00 | $0.00 | $-9,067.50 |
17387(04) | 0091 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $6,731.35 |
17387(04) | 0091 | CLASS AA CONCRETE | * PCCP Deduction as per Sec. 414 | 0031 | 0.00 | $0.00 | $-2,628.80 |
17387(04) | 0091 | CLASS AA CONCRETE | * PCCP Deduction as per Sec. 414 | 0034 | 0.00 | $0.00 | $4,964.95 |
17387(04) | 8004 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Overrun | 0040 | -450.00 | $10.27 | $-4,621.50 |
17387(04) | 8004 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Overrun Re-adjustment | 0041 | 450.00 | $10.27 | $4,621.50 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 11/10/2009 | 09/26/2010 | 320.00 DYS | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090587 | Estimate Number: | 0049 | Primary JP: | 17387(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-014N(019)SS | Project: 17387(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 106,353.000 | 111,423.320 | 111,423.320 | $3.35 | $0.00 | $373,268.12 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 142,222.000 | 165,280.370 | 165,280.370 | $7.30 | $0.00 | $1,206,546.70 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,670.000 | 6,800.000 | 6,800.000 | $2.35 | $0.00 | $15,980.00 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SEDIMENT REMOVAL | 226 2805 | CY | 500.000 | 280.560 | 280.560 | $10.50 | $0.00 | $2,945.88 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 320.000 | 168.000 | 168.000 | $8.75 | $0.00 | $1,470.00 | |
0009 | NYLON EROSION CONTROL MAT | 228 4170 | SY | 3,228.620 | 0.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
0010 | DITCH LINER PROTECTION | 229 4318 | LF | 2,905.760 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0011 | SOLID SLAB SODDING | 230(A) 2806 | SY | 93,613.000 | 147,215.250 | 147,215.250 | $1.22 | $0.00 | $179,602.61 | |
0012 | SEEDING METHOD B | 232(B) 2814 | AC | 19.340 | 21.870 | 0.370 | 21.870 | $205.00 | $75.85 | $4,483.35 |
0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 19.340 | 21.870 | 0.370 | 21.870 | $205.00 | $75.85 | $4,483.35 |
0014 | MOWING | 241 2832 | AC | 77.360 | 1.000 | 1.000 | $87.50 | $0.00 | $87.50 | |
0015 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0016 | AGGREGATE BASE | 303 0192 | CY | 18,370.290 | 2,818.370 | 216.280 | 2,818.370 | $36.25 | $7,840.15 | $102,165.93 |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 106,598.820 | 106,598.820 | 106,598.820 | $0.85 | $0.00 | $90,609.01 | |
0018 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 86,129.820 | 0.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
0019 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 12,569.000 | 7,220.080 | 7,220.080 | $20.75 | $0.00 | $149,816.67 | |
0020 | TACK COAT | 407 0250 | GAL | 7,100.920 | 4,400.000 | 4,400.000 | $3.15 | $0.00 | $13,860.00 | |
0021 | PRIME COAT | 408 5774 | GAL | 1,873.420 | 0.000 | 0.000 | $6.80 | $0.00 | $0.00 | |
0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 11,017.420 | 11,646.390 | 11,646.390 | $59.00 | $0.00 | $687,137.01 | |
0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 11,544.870 | 11,712.760 | 11,712.760 | $54.25 | $0.00 | $635,417.24 | |
0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 7,893.750 | 8,210.450 | 8,210.450 | $70.25 | $0.00 | $576,784.11 | |
0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 494.000 | 270.530 | 270.530 | $58.00 | $0.00 | $15,690.74 | |
0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 624.000 | 111.880 | 111.880 | $22.50 | $0.00 | $2,517.30 | |
0027 | CLASS AA CONCRETE | 509(A) 0319 | CY | 334.790 | 334.790 | 334.790 | $500.00 | $0.00 | $167,395.00 | |
0028 | CLASS C CONCRETE | 509(D) 0325 | CY | 476.820 | 413.390 | 413.390 | $235.00 | $0.00 | $97,146.65 | |
0029 | SOUND BARRIER WALL | 510(B) 6333 | SY | 4,322.000 | 4,322.000 | 4,322.000 | $229.25 | $0.00 | $990,818.50 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 57,946.500 | 57,946.500 | 57,946.500 | $0.70 | $0.00 | $40,562.55 | |
0031 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 47.630 | 85.480 | 85.480 | $47.00 | $0.00 | $4,017.56 | |
0032 | 2'-8" COMB. CURB & GUTTER (4" MNTBLE) | 609(B) 1523 | LF | 618.000 | 618.000 | 618.000 | $20.50 | $0.00 | $12,669.00 | |
0033 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 10,318.750 | 10,318.750 | 10,318.750 | $15.00 | $0.00 | $154,781.25 | |
0034 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,786.110 | 2,806.110 | 2,806.110 | $31.00 | $0.00 | $86,989.41 | |
0035 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 388.000 | 388.000 | 388.000 | $31.00 | $0.00 | $12,028.00 | |
0036 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 96.000 | 104.000 | 104.000 | $51.50 | $0.00 | $5,356.00 | |
0037 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 10.000 | 10.000 | 10.000 | $1,350.00 | $0.00 | $13,500.00 | |
0038 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $1,525.00 | $0.00 | $1,525.00 | |
0039 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 4.850 | 3.600 | 3.600 | $140.00 | $0.00 | $504.00 | |
0040 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 2.080 | 2.830 | 2.830 | $250.00 | $0.00 | $707.50 | |
0041 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 11.000 | 11.000 | 11.000 | $390.00 | $0.00 | $4,290.00 | |
0042 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 6.000 | 6.000 | $1,630.00 | $0.00 | $9,780.00 | |
0043 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 2.000 | 1.000 | 1.000 | $2,165.00 | $0.00 | $2,165.00 | |
0044 | INLET CICI DES. 2 (2D) | 611(E) 5119 | EA | 2.000 | 2.000 | 2.000 | $3,360.00 | $0.00 | $6,720.00 | |
0045 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 3.000 | 3.000 | 3.000 | $2,165.00 | $0.00 | $6,495.00 | |
0046 | INLET CICI DES. 3 (B) | 611(E) 5121 | EA | 4.000 | 4.000 | 4.000 | $2,450.00 | $0.00 | $9,800.00 | |
0047 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 1.000 | 1.000 | 1.000 | $3,030.00 | $0.00 | $3,030.00 | |
0048 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 2.000 | 2.000 | 2.000 | $2,725.00 | $0.00 | $5,450.00 | |
0049 | INLET GPI TYPE 2 (DES. 10) | 611(E) 5336 | EA | 1.000 | 1.000 | 1.000 | $2,550.00 | $0.00 | $2,550.00 | |
0050 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | $2,600.00 | $0.00 | $2,600.00 | |
0051 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 14.180 | 11.330 | 11.330 | $315.00 | $0.00 | $3,568.95 | |
0052 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 16.900 | 15.580 | 15.580 | $440.00 | $0.00 | $6,855.20 | |
0053 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 56.000 | 58.000 | 58.000 | $360.00 | $0.00 | $20,880.00 | |
0054 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 98.000 | 96.000 | 96.000 | $305.00 | $0.00 | $29,280.00 | |
0055 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,266.000 | 2,432.000 | 2,432.000 | $51.00 | $0.00 | $124,032.00 | |
0056 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,726.000 | 1,752.000 | 1,752.000 | $60.00 | $0.00 | $105,120.00 | |
0057 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 630.000 | 515.000 | 515.000 | $75.00 | $0.00 | $38,625.00 | |
0058 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 6.000 | 6.000 | 6.000 | $100.00 | $0.00 | $600.00 | |
0059 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 400.000 | 195.000 | 195.000 | $120.00 | $0.00 | $23,400.00 | |
0060 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4496 | LF | 91.000 | 144.000 | 144.000 | $100.00 | $0.00 | $14,400.00 | |
0061 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(B) 4500 | LF | 35.000 | 35.000 | 35.000 | $195.00 | $0.00 | $6,825.00 | |
0062 | 22" X 13" R.C.PIPE ARCH CLASS A-IV | 613(B) 4511 | LF | 28.000 | 42.000 | 42.000 | $85.00 | $0.00 | $3,570.00 | |
0063 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 25.000 | 19.000 | 19.000 | $580.00 | $0.00 | $11,020.00 | |
0064 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 14.000 | 16.000 | 16.000 | $700.00 | $0.00 | $11,200.00 | |
0065 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,000.00 | $0.00 | $2,000.00 | |
0066 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 232.000 | 672.000 | 672.000 | $32.50 | $0.00 | $21,840.00 | |
0067 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 183.000 | 233.000 | 233.000 | $38.00 | $0.00 | $8,854.00 | |
0068 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 141.000 | 141.000 | 141.000 | $36.00 | $0.00 | $5,076.00 | |
0069 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 4.000 | 3.000 | 3.000 | $625.00 | $0.00 | $1,875.00 | |
0070 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
0071 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 3.000 | 1.000 | 1.000 | $900.00 | $0.00 | $900.00 | |
0072 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 1.000 | 0.000 | 0.000 | $1,350.00 | $0.00 | $0.00 | |
0073 | TYPE A4 SLOPED CONCRETE END SECTION | 613(MM) 7500 | EA | 2.000 | 2.000 | 2.000 | $1,000.00 | $0.00 | $2,000.00 | |
0074 | TYPE B4 SLOPED CONCRETE END SECTION | 613(MM) 7501 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0075 | TYPE C4 SLOPED CONCRETE END SECTION | 613(MM) 7502 | EA | 4.000 | 4.000 | 4.000 | $2,500.00 | $0.00 | $10,000.00 | |
0076 | TYPE F4 SLOPED CONCRETE END SECTION | 613(MM) 7505 | EA | 4.000 | 4.000 | 4.000 | $4,000.00 | $0.00 | $16,000.00 | |
0077 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0078 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0079 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 598.000 | 598.000 | 598.000 | $5.50 | $0.00 | $3,289.00 | |
0080 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 408.000 | 408.000 | 408.000 | $5.50 | $0.00 | $2,244.00 | |
0081 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 33,463.000 | 33,463.000 | 33,463.000 | $1.00 | $0.00 | $33,463.00 | |
0082 | REMOVAL OF CURB | 619(B) 4791 | LF | 244.000 | 244.000 | 244.000 | $4.50 | $0.00 | $1,098.00 | |
0083 | GATES-STYLE CLF (6'HIGH X 4'LONG) | 624(E) 5950 | EA | 2.000 | 0.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
8001 | 30" R.C.PIPE CLASS IV | 613(B) 0584 | LF | 0.000 | 115.000 | 115.000 | $148.91 | $0.00 | $17,124.77 | |
8002 | 48" R.C.PIPE CLASS IV | 613(B) 0587 | LF | 0.000 | 90.000 | 90.000 | $212.55 | $0.00 | $19,129.64 | |
8003 | 48" R.C.PIPE CLASS V | 613(B) 0599 | LF | 0.000 | 115.000 | 115.000 | $256.11 | $0.00 | $29,453.34 | |
8004 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 0.000 | 7,760.000 | 7,760.000 | $10.27 | $0.00 | $79,695.20 | |
8005 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 0.000 | 100.000 | 100.000 | $10.27 | $0.00 | $1,027.00 | |
8006 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 0.000 | 5.000 | 5.000 | $475.00 | $0.00 | $2,375.00 | |
8008 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 0.000 | 10,463.000 | 10,463.000 | $4.19 | $0.00 | $43,839.97 | |
8014 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $89,166.61 | $0.00 | $89,166.61 | |
8015 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-48,772.05 | $0.00 | $-48,772.05 | |
8016 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-9,123.47 | $0.00 | $-9,123.47 | |
8018 | AGGREGATE BASE | 303 0192 | CY | 0.000 | 24,150.280 | 24,150.280 | $31.42 | $0.00 | $758,801.79 | |
8019 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-153.39 | $0.00 | $-153.39 | |
8022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 0.000 | 33.440 | 33.440 | $40.00 | $0.00 | $1,337.60 | |
8023 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 0.000 | 412.500 | 412.500 | $127.15 | $0.00 | $52,449.38 | |
8024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 0.000 | 7.270 | 7.270 | $824.25 | $0.00 | $5,992.30 | |
8025 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 0.000 | 20,236.000 | 20,236.000 | $1.06 | $0.00 | $21,450.16 | |
8026 | 2'-8" COMB.CRB.& GUT.(6" BARRIER) | 609(B) 1525 | LF | 0.000 | 118.400 | 118.400 | $20.00 | $0.00 | $2,368.00 | |
8027 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 0.000 | 447.500 | 447.500 | $70.20 | $0.00 | $31,414.50 | |
8028 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 0.000 | 41.000 | 41.000 | $10.00 | $0.00 | $410.00 | |
8029 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 0.000 | 60.470 | 60.470 | $12.00 | $0.00 | $725.64 | |
8030 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 0.000 | 297.240 | 297.240 | $8.00 | $0.00 | $2,377.92 | |
8031 | SAWING PAVEMENT | 619(C) 0924 | LF | 0.000 | 123.000 | 123.000 | $4.00 | $0.00 | $492.00 | |
8033 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
8034 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,792.13 | $0.00 | $4,792.13 | |
8035 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
8036 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 3,308.540 | 3,308.540 | $16.65 | $0.00 | $55,087.19 | |
8037 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 0.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
8038 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 0.000 | 1.000 | 1.000 | $666.00 | $0.00 | $666.00 | |
8039 | TEMPORARY SILT FENCE | 223 2801 | LF | 0.000 | 1,000.000 | 1,000.000 | $3.15 | $0.00 | $3,150.00 | |
8040 | SOLID SLAB SODDING | 230(A) 2806 | SY | 0.000 | 7,116.740 | 7,116.740 | $2.50 | $0.00 | $17,791.85 | |
8041 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 1.530 | 1.530 | $1,300.00 | $0.00 | $1,989.00 | |
8042 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 0.000 | 177.630 | 177.630 | $52.50 | $0.00 | $9,325.58 | |
8043 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 0.000 | 96.000 | 96.000 | $60.00 | $0.00 | $5,760.00 | |
8044 | TYPE AA4 CULVERT END TREATMENT | 613(CC) 7191 | EA | 0.000 | 2.000 | 2.000 | $3,000.00 | $0.00 | $6,000.00 | |
8045 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $26,500.00 | $0.00 | $26,500.00 | |
8046 | FENCE-STYLE WWF | 624(A) 4281 | LF | 0.000 | 6,097.000 | 6,097.000 | $4.75 | $0.00 | $28,960.75 | |
8047 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $600.00 | $0.00 | $600.00 | |
8048 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
8049 | REMOVAL OF EXISTING RIPRAP | 619(B) 6364 | LSUM | 0.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
8050 | CLASS C CONCRETE | 509(D) 0325 | CY | 0.000 | 0.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
8051 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 12.400 | 12.400 | $850.00 | $0.00 | $10,540.00 | |
8052 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 0.000 | 1.000 | 1.000 | $1,350.00 | $0.00 | $1,350.00 | |
8053 | TYPE AA4 CULVERT END TREATMENT | 613(CC) 7191 | EA | 0.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
8054 | TYPE BB4 CULVERT END TREATMENT | 613(CC) 7192 | EA | 0.000 | 1.000 | 1.000 | $1,750.00 | $0.00 | $1,750.00 | |
8057 | (PL) GATE | 624 5920 | EA | 0.000 | 1.000 | 1.000 | $600.00 | $0.00 | $600.00 | |
Subtotals For Category 0100/ROADWAY | $7,991.85 | $7,665,505.50 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0200/BRIDGE A | ||||||||
0084 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,070.000 | 2,070.000 | 2,070.000 | $12.50 | $0.00 | $25,875.00 | |
0085 | SUBSTRUCTURE EXCAVATION ROCK | 501(C) 1308 | CY | 240.000 | 240.000 | 240.000 | $50.00 | $0.00 | $12,000.00 | |
0086 | GRANULAR BACKFILL | 501(F) 6352 | CY | 290.000 | 290.000 | 290.000 | $37.91 | $0.00 | $10,993.90 | |
0087 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 3,441.000 | 3,441.000 | 3,441.000 | $182.50 | $0.00 | $627,982.50 | |
0088 | APPROACH SLAB | 504(A) 1304 | SY | 452.500 | 452.500 | 452.500 | $157.50 | $0.00 | $71,268.75 | |
0089 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 865.000 | 865.000 | 865.000 | $90.00 | $0.00 | $77,850.00 | |
0090 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,350.000 | 4,350.000 | 4,350.000 | $4.00 | $0.00 | $17,400.00 | |
0091 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,192.500 | 1,192.500 | 1,192.500 | $450.00 | $0.00 | $536,625.00 | |
0092 | CLASS A CONCRETE | 509(B) 1328 | CY | 2,579.900 | 2,579.900 | 2,579.900 | $400.00 | $0.00 | $1,031,960.00 | |
0093 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,290.000 | 1,290.000 | 1,290.000 | $80.00 | $0.00 | $103,200.00 | |
0094 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 560,240.000 | 560,240.000 | 560,240.000 | $0.80 | $0.00 | $448,192.00 | |
0095 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 848.000 | 848.000 | 848.000 | $40.00 | $0.00 | $33,920.00 | |
0096 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 848.000 | 815.000 | 815.000 | $15.00 | $0.00 | $12,225.00 | |
0097 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 32.000 | 32.000 | 32.000 | $750.00 | $0.00 | $24,000.00 | |
0098 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 3,625.000 | 3,625.000 | 3,625.000 | $3.00 | $0.00 | $10,875.00 | |
0099 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 680.000 | 680.000 | 680.000 | $3.00 | $0.00 | $2,040.00 | |
0100 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 7.500 | 7.500 | 7.500 | $100.00 | $0.00 | $750.00 | |
0101 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $500.00 | $0.00 | $9,000.00 | |
0102 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 72.000 | 72.000 | 72.000 | $1,000.00 | $0.00 | $72,000.00 | |
0103 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 72.000 | 72.000 | 72.000 | $425.00 | $0.00 | $30,600.00 | |
0104 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 360.000 | 360.000 | 360.000 | $15.00 | $0.00 | $5,400.00 | |
0105 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 40.000 | 40.000 | 40.000 | $20.00 | $0.00 | $800.00 | |
8010 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 1418 | LF | 0.000 | 100.000 | 100.000 | $18.90 | $0.00 | $1,890.00 | |
8011 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 0.000 | 2.000 | 2.000 | $1,758.75 | $0.00 | $3,517.50 | |
8012 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 0.000 | 2.000 | 2.000 | $2,362.50 | $0.00 | $4,725.00 | |
8017 | DEDUCTION FOR CONCRETE PAVING | 414 5172 | LSUM | 0.000 | 1.000 | 1.000 | $-2,628.80 | $0.00 | $-2,628.80 | |
Subtotals For Category 0200/BRIDGE A | $0.00 | $3,172,460.85 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0201/BRIDGE B | ||||||||
0106 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 310.000 | 310.000 | 310.000 | $3.00 | $0.00 | $930.00 | |
0107 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 100.000 | 100.000 | 100.000 | $25.00 | $0.00 | $2,500.00 | |
0108 | CLASS AA CONCRETE | 509(A) 1326 | CY | 238.500 | 238.500 | 238.500 | $400.00 | $0.00 | $95,400.00 | |
0109 | CLASS C CONCRETE | 509(D) 1331 | CY | 28.200 | 28.200 | 28.200 | $325.00 | $0.00 | $9,165.00 | |
0110 | REINFORCING STEEL | 511(A) 1332 | LB | 37,480.000 | 37,480.000 | 37,480.000 | $0.70 | $0.00 | $26,236.00 | |
0111 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 130.000 | 173.070 | 173.070 | $47.50 | $0.00 | $8,220.83 | |
0112 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 35.000 | 35.740 | 35.740 | $42.50 | $0.00 | $1,518.95 | |
Subtotals For Category 0201/BRIDGE B | $0.00 | $143,970.78 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0310/TRAFFIC SIGNING AND STRIPING | ||||||||
0113 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 4.680 | 8.640 | 8.640 | $415.00 | $0.00 | $3,585.60 | |
0114 | REINFORCING STEEL | 804(B) 2916 | LB | 800.000 | 1,470.000 | 1,470.000 | $1.55 | $0.00 | $2,278.50 | |
0115 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 283.360 | 467.980 | 467.980 | $14.55 | $0.00 | $6,809.11 | |
0116 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 334.000 | 639.500 | 639.500 | $19.75 | $0.00 | $12,630.13 | |
0117 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 73.000 | 103.000 | 103.000 | $25.00 | $0.00 | $2,575.00 | |
0118 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 81.000 | 144.500 | 144.500 | $29.00 | $0.00 | $4,190.50 | |
0119 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 30.000 | 32.000 | 32.000 | $21.00 | $0.00 | $672.00 | |
0120 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 130.000 | 130.000 | 130.000 | $6.25 | $0.00 | $812.50 | |
0121 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 547.000 | 768.500 | 768.500 | $7.30 | $0.00 | $5,610.05 | |
0122 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 46,803.000 | 65,449.000 | 65,449.000 | $0.68 | $0.00 | $44,505.32 | |
0123 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 19.000 | 24.000 | 24.000 | $90.00 | $0.00 | $2,160.00 | |
0124 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 9.000 | 12.000 | 12.000 | $115.00 | $0.00 | $1,380.00 | |
0125 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 4.000 | 4.000 | 4.000 | $20,000.00 | $0.00 | $80,000.00 | |
0126 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
8009 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE | 890(A) 8716 | EA | 0.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
8020 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $945.00 | $0.00 | $945.00 | |
Subtotals For Category 0310/TRAFFIC SIGNING AND STRIPING | $0.00 | $171,753.71 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0320/TRAFFIC LIGHTING | ||||||||
0127 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 81.000 | 81.000 | 81.000 | $675.00 | $0.00 | $54,675.00 | |
0128 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 105.000 | 105.000 | 105.000 | $52.00 | $0.00 | $5,460.00 | |
0129 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 200.000 | 297.500 | 297.500 | $13.55 | $0.00 | $4,031.13 | |
0130 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 2,100.000 | 1,858.500 | 1,858.500 | $5.20 | $0.00 | $9,664.20 | |
0131 | JUNCTION BOX(6" X 6" X 4") | 802(D) 8370 | EA | 1.000 | 1.000 | 1.000 | $390.00 | $0.00 | $390.00 | |
0132 | PULL BOX(SIZE I) | 803 8065 | EA | 10.000 | 14.000 | 14.000 | $325.00 | $0.00 | $4,550.00 | |
0133 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 8.000 | 8.000 | 8.000 | $800.00 | $0.00 | $6,400.00 | |
0134 | HIGH MAST LUMINAIRE | 809(E) 8103 | EA | 19.000 | 19.000 | 19.000 | $950.00 | $0.00 | $18,050.00 | |
0135 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $3,250.00 | $0.00 | $6,500.00 | |
0136 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 2,545.000 | 4,398.000 | 4,398.000 | $3.25 | $0.00 | $14,293.50 | |
0137 | 110' HIGH MAST POLE(G.STL.) | 812 8056 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0138 | 120' HIGH MAST POLE(G.STL.) | 812 8060 | EA | 4.000 | 4.000 | 4.000 | $11,500.00 | $0.00 | $46,000.00 | |
0139 | HIGH MAST LOWERING DEVICE TYPE I | 813 8074 | EA | 5.000 | 5.000 | 5.000 | $7,000.00 | $0.00 | $35,000.00 | |
8013 | (SP)TEMPORARY ROADWAY LIGHTING ASSEMBLY | 880(M) 8340 | LMDY | 0.000 | 1,222.000 | 1,222.000 | $27.00 | $0.00 | $32,994.00 | |
8021 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $9,790.20 | $0.00 | $9,790.20 | |
Subtotals For Category 0320/TRAFFIC LIGHTING | $0.00 | $257,798.03 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0330/TRAFFIC OPERATIONS | ||||||||
0140 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 2,050.000 | 80.000 | 80.000 | $3.50 | $0.00 | $280.00 | |
0141 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 970.000 | 740.000 | 740.000 | $10.00 | $0.00 | $7,400.00 | |
0142 | (PL)TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 823 8482 | LSUM | 1.000 | 1.000 | 1.000 | $22,500.00 | $0.00 | $22,500.00 | |
0143 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 66,920.000 | 52,651.000 | 52,651.000 | $0.12 | $0.00 | $6,318.12 | |
0144 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 5,000.000 | 100.000 | 100.000 | $0.52 | $0.00 | $52.00 | |
0145 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 30,000.000 | 6,776.000 | 6,776.000 | $0.10 | $0.00 | $677.60 | |
0146 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 580.000 | 436.000 | 436.000 | $5.20 | $0.00 | $2,267.20 | |
0147 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 30.000 | 0.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0148 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 30.000 | 0.000 | 0.000 | $78.00 | $0.00 | $0.00 | |
0149 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 30.000 | 6.000 | 6.000 | $26.00 | $0.00 | $156.00 | |
0150 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 14,290.000 | 24,467.000 | 24,467.000 | $0.22 | $0.00 | $5,382.74 | |
0151 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 7,860.000 | 17,358.000 | 17,358.000 | $0.43 | $0.00 | $7,463.94 | |
0152 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 11,850.000 | 33,097.000 | 33,097.000 | $1.05 | $0.00 | $34,751.85 | |
0153 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,190.000 | 12,346.000 | 12,346.000 | $0.68 | $0.00 | $8,395.28 | |
0154 | WING BARRICADES | 880(C) 8848 | SD | 4,200.000 | 3,870.000 | 3,870.000 | $0.27 | $0.00 | $1,044.90 | |
0155 | VERTICAL PANELS | 880(D) 8854 | SD | 24,565.000 | 23,823.000 | 23,823.000 | $0.11 | $0.00 | $2,620.53 | |
0156 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 17,865.000 | 44,094.000 | 44,094.000 | $0.22 | $0.00 | $9,700.68 | |
0157 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 53,215.000 | 91,027.000 | 91,027.000 | $0.02 | $0.00 | $1,820.54 | |
0158 | DRUMS | 880(F) 8878 | SD | 28,650.000 | 74,362.000 | 74,362.000 | $0.21 | $0.00 | $15,616.02 | |
0159 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 200.000 | 61.000 | 61.000 | $55.00 | $0.00 | $3,355.00 | |
0160 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,340.000 | 706.000 | 706.000 | $13.00 | $0.00 | $9,178.00 | |
8032 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
Subtotals For Category 0330/TRAFFIC OPERATIONS | $0.00 | $139,980.40 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0600/STAKING | ||||||||
0161 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $130,000.00 | $0.00 | $130,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $130,000.00 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0640/CONSTRUCTION | ||||||||
0162 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0163 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $32,500.00 | $0.00 | $32,500.00 | |
0164 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $345,000.00 | $0.00 | $345,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $382,500.00 | ||||||||
Fed/State Project Number: NHY-014N(019)SS | Project: 17387(04) | Category: 0900/NON-PARTICIPATION | ||||||||
8055 | (SP)TEMPORARY ROADWAY LIGHTING ASSEMBLY | 880(M) 8340 | LMDY | 0.000 | 108.000 | 108.000 | $27.00 | $0.00 | $2,916.00 | |
8056 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $7,688.12 | $0.00 | $7,688.12 | |
Subtotals For Category 0900/NON-PARTICIPATION | $0.00 | $10,604.12 | ||||||||
Subtotals For Project NHY-014N(019)SS /17387(04) | $7,991.85 | $12,074,573.39 |