Contract ID: | 100614 | Estimate Number: | 0030 , Final | Spec Year: | 1999 | |||
Primary JP: | 13337(05) | Residency: | GUYMON (06200) | Contract No: | 610887 | |||
Date Created: | 05/06/2016 | Contractor FEI: | 470351868 | Account No: | 400600 |
Project Number(s): | NHY-017N(238) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-287: FROM 6.9 MILES NORTH OF BOISE CITY, EXTEND NORTH. PROJECT LENGTH = 3.139 MILES. | ||||||||
Primary County: | CIMARRON | ||||||||
Name of Road: | US-287 | ||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | Time Charged: | 1319.00 | ||||||
P.O. BOX 81409 | Time Allowed: | 1287.00 | |||||||
LINCOLN , NE 68501 | Percent Time: | 102.49 % |
Paid To Date: | $8,637,251.51 | Payable This Statement: | $64,000.00 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
DOBSON BROTHERS CONSTRUCTION CO. |
_________________________________________________ |
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: | 100614 | Estimate Number: | 0030 | Contract No: | 610887 | |||
Residency: | GUYMON (06200) | Estimate Type: | Final | Account No: | 400600 | |||
Project Number(s): | NHY-017N(238) | ||||||||||||
Primary Job Piece No: | 13337(05) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-287: FROM 6.9 MILES NORTH OF BOISE CITY, EXTEND NORTH. PROJECT LENGTH = 3.139 MILES. | ||||||||||||
Primary County: | CIMARRON | ||||||||||||
Name of Road: | US-287 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
P.O. BOX 81409 | |||||||||||||
LINCOLN , NE 68501 | |||||||||||||
Surety Company: | BERKLEY REGIONAL INSURANCE COMPANY | ||||||||||||
Date Let: | 11/18/2010 | NTP Effective Date: | 04/04/2011 | Pay Period: | 03/11/2015 TO 04/11/2016 |
Date Awarded: | 12/06/2010 | Date Work Began: | 04/04/2011 | Original Contract Time: | 200 |
Date Contract Executed: | 12/15/2010 | Date Time Stopped: | 11/12/2014 | Current Time Charged: | 1319.00 |
Date NTP Issued: | 12/27/2010 | Completion Date: | 11/12/2014 | Current Time Allowed: | 1287.00 |
General Liability Expires: | 08/15/2014 | Workman's Comp Expires: | 08/15/2014 | Percent Time Used: | 102.49 % |
Specification Year: | 1999 | ||||
Bid Amount: | $8,619,401.99 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $9,009,103.02 | Participating: | $8,632,528.84 | $8,632,528.84 | $0.00 | ||
Percent Complete: | 95.87 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $371,851.51 | Total Earnings: | $8,632,528.84 | $8,632,528.84 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $8,632,528.84 | $8,632,528.84 | $0.00 | ||||
Other Adjustments: | $68,722.67 | $68,722.67 | $0.00 | ||||
Liq Dam/Disincentive: | $-64,000.00 | $-128,000.00 | $64,000.00 | ||||
TOTAL: | $8,637,251.51 | $8,573,251.51 | $64,000.00 |
Contract ID: | 100614 | Estimate Number: | 0030 | Primary JP: | 13337(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Pavement Smoothness | Approved | 06/08/2011 | 0.0 | $0.00 |
002 | Flagging Operation | Approved | 06/06/2011 | 0.0 | $-40,000.00 |
003 | Temporary Rumble Strips | Approved | 10/11/2011 | 0.0 | $11,880.00 |
004 | Asphalt Binder Adjustment | Approved | 03/05/2012 | 0.0 | $89,600.00 |
005 | Erosion Control | Approved | 09/11/2012 | 14.0 | $-12.12 |
006 | Pavement Smoothness | Approved | 10/04/2012 | 0.0 | $-51,250.66 |
007 | Removing 14 days from the contract | Approved | 10/08/2013 | -14.0 | $0.00 |
008 | Vegetative Mulching price change | Approved | 05/06/2013 | 0.0 | $8,721.03 |
009 | Solid Slab Sodding | Approved | 07/07/2014 | 0.0 | $279,500.00 |
010 | Final Quantity Change Order | Approved | 06/03/2015 | 0.0 | $-195,711.47 |
011 | Time Extension for Settlement | Approved | 04/08/2016 | 32.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Initial Payment | 0003 | $70,526.28 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0010 | $-5,849.67 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Closure | 0015 | $-4,441.08 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0014 | $-12,718.55 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0013 | $-16,880.46 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-6,003.80 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0011 | $-4,130.48 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0009 | $-2,435.09 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0008 | $-10,923.46 |
13337(05) | 0026 | Dowel Baskets | Stockpiled Material Adjustment | 0007 | $-7,143.69 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Closure | 0015 | $-1,227.09 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0013 | $-8,514.63 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-9,671.20 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0012 | $-8,722.21 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0007 | $-12,391.48 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Initial Payment | 0003 | $47,809.64 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-1,842.13 |
13337(05) | 0027 | DOWEL BASKETS | Stockpiled Material Adjustment | 0014 | $-5,440.90 |
13337(05) | 0031 | STR-CV/DR (AML) | Stockpiled Material Initial Payment | 0007 | $51.12 |
13337(05) | 0031 | STR-CV/DR (AML) | Stockpiled Material Adjustment | 0012 | $-51.12 |
13337(05) | 0032 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $250.27 |
13337(05) | 0032 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0013 | $-250.27 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0002 | $22,571.28 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Closure | 0004 | $-22,571.28 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0010 | $-1,404.40 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0002 | $1,966.16 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0005 | $-1,966.16 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0013 | $-3,511.00 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0006 | $5,126.06 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0006 | $-280.88 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0005 | $7,022.00 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0005 | $-4,494.08 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0010 | $-2,247.04 |
13337(05) | 0033 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0019 | $-210.66 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-5,085.92 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-2,542.96 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0005 | $14,167.92 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0005 | $-1,453.12 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0010 | $2,542.96 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $6,539.04 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0006 | $2,906.24 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0006 | $-363.28 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0006 | $-12,714.80 |
13337(05) | 0034 | PIPE-CV/DR (AML) | Stockpiled Material Closure | 0012 | $-3,996.08 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $2,041.02 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0002 | $22,571.28 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0006 | $7,203.60 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0004 | $-22,331.16 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-7,203.60 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-2,041.02 |
13337(05) | 0035 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-240.12 |
13337(05) | 0036 | Triple CET | Stockpiled Material Initial Payment | 0007 | $846.67 |
13337(05) | 0036 | Triple CET | Stockpiled Material Adjustment | 0012 | $-846.67 |
13337(05) | 0037 | Triple CET 6:1 | Stockpiled Material Initial Payment | 0007 | $3,722.16 |
13337(05) | 0037 | Triple CET 6:1 | Stockpiled Material Adjustment | 0013 | $-1,240.72 |
13337(05) | 0037 | Triple CET 6:1 | Stockpiled Material Adjustment | 0014 | $-2,481.44 |
13337(05) | 0038 | HCC-A-AE(IA) | Stockpiled Material Closure | 0007 | $0.00 |
13337(05) | 0038 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $57.51 |
13337(05) | 0038 | Reinf. Steel | Stockpiled Material Adjustment | 0014 | $-57.51 |
13337(05) | 0039 | HCC-A-AE(IA) | Stockpiled Material Closure | 0007 | $0.00 |
13337(05) | 0039 | Reinf Steel | Stockpiled Material Adjustment | 0014 | $-40.46 |
13337(05) | 0039 | Reinf Steel | Stockpiled Material Adjustment | 0013 | $-20.23 |
13337(05) | 0039 | Reinf Steel | Stockpiled Material Initial Payment | 0007 | $60.69 |
13337(05) | 0040 | HCC-A-AE(IA) | Stockpiled Material Closure | 0007 | $0.00 |
13337(05) | 0040 | Reinf. Steel | Stockpiled Material Adjustment | 0012 | $-287.55 |
13337(05) | 0040 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $287.55 |
13337(05) | 0041 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $105.42 |
13337(05) | 0041 | Reinf. Steel | Stockpiled Material Adjustment | 0014 | $-35.14 |
13337(05) | 0041 | Reinf. Steel | Stockpiled Material Adjustment | 0021 | $-35.14 |
13337(05) | 0041 | Reinf. Steel | Stockpiled Material Adjustment | 0018 | $-35.14 |
13337(05) | 0042 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $23.43 |
13337(05) | 0042 | Reinf. Steel | Stockpiled Material Adjustment | 0015 | $-23.43 |
13337(05) | 0043 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $8,243.10 |
13337(05) | 0043 | Reinf. Steel | Stockpiled Material Adjustment | 0013 | $-2,747.70 |
13337(05) | 0043 | Reinf. Steel | Stockpiled Material Adjustment | 0019 | $-4,579.50 |
13337(05) | 0043 | Reinf. Steel | Stockpiled Material Adjustment | 0017 | $-457.95 |
13337(05) | 0043 | Reinf. Steel | Stockpiled Material Adjustment | 0016 | $-457.95 |
13337(05) | 0044 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $420.67 |
13337(05) | 0044 | Reinf. Steel | Stockpiled Material Adjustment | 0015 | $-420.67 |
13337(05) | 0045 | Reinf. Steel | Stockpiled Material Initial Payment | 0007 | $42.60 |
13337(05) | 0045 | Reinf. Steel | Stockpiled Material Adjustment | 0014 | $-42.60 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0017 | $-2,455.20 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0013 | $-1,964.16 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0009 | $-4,542.12 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0018 | $-4,480.74 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0010 | $-5,278.68 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Initial Payment | 0006 | $7,242.84 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Adjustment | 0013 | $-306.90 |
13337(05) | 0046 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $11,784.96 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-3,735.78 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-5,906.95 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-451.64 |
13337(05) | 0065 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $10,094.37 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $11,554.53 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-4,703.40 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Closure | 0012 | $-2,163.93 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-2,929.43 |
13337(05) | 0070 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-1,757.77 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0012 | --7.0 | $2,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0013 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0015 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0016 | -8.0 | $2,000.00 | $16,000.00 |
System Application of Liquidated Damages | 0017 | --1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0018 | --18 | $2,000.00 | $-36,000.00 |
System Application of Liquidated Damages | 0019 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0020 | --1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0021 | --12 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0022 | -12.0 | $2,000.00 | $24,000.00 |
System Application of Liquidated Damages | 0023 | -14.0 | $2,000.00 | $28,000.00 |
System Application of Liquidated Damages | 0024 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0026 | -1.0 | $2,000.00 | $2,000.00 |
System Application of Liquidated Damages | 0030 | -32.0 | $2,000.00 | $64,000.00 | Subtotals For Liquidated Damages | $-64,000.00 |
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 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 358.16 | $1.97 | $707.38 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 5,949.78 | $4.70 | $27,994.01 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $-44,662.04 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0009 | 0.00 | $0.00 | $-882.00 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 1,427.70 | $4.70 | $6,717.40 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 6,955.61 | $4.49 | $31,265.82 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $-31,265.82 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $-6,248.32 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | -568.28 | $3.76 | $-2,136.76 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 2,386.01 | $4.91 | $11,727.36 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | -306.07 | $5.75 | $-1,761.45 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.04 | $6.07 | $0.24 |
13337(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $-0.24 |
13337(05) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 306.07 | $6.57 | $2,013.08 |
13337(05) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,718.97 | $5.37 | $9,243.25 |
13337(05) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0009 | 0.00 | $0.00 | $-238.78 |
13337(05) | 0026 | 11" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-339.55 |
13337(05) | 0026 | 11" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * QAQC | 0029 | 0.00 | $0.00 | $-679.10 |
13337(05) | 0027 | 8.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * QAQC | 0010 | 0.00 | $0.00 | $-107.52 |
13337(05) | 0027 | 8.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * QAQC | 0029 | 0.00 | $0.00 | $-331.54 |
13337(05) | 0030 | CLASS C CONCRETE | * COMPRESSIVE STRENGTH | 0026 | 0.00 | $0.00 | $-5,106.87 |
13337(05) | 0064 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0005 | 0.00 | $0.00 | $-2,948.74 |
13337(05) | 0069 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0009 | 0.00 | $0.00 | $-55.00 |
13337(05) | 0069 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0009 | 0.00 | $0.00 | $-110.00 |
13337(05) | 8002 | ASPHALT BINDER PRICE ADJUSTMENT | * Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $75,927.86 | Subtotals For Line Item Adjustments | $68,722.67 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100614 | Estimate Number: | 0030 | Primary JP: | 13337(05) | |||
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-017N(238) | Project: 13337(05) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 65,302.000 | 69,732.100 | 69,732.100 | $3.50 | $0.00 | $244,062.36 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 27,479.000 | 24,132.000 | 24,132.000 | $5.50 | $0.00 | $132,726.01 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0005 | TEMPORARY BALE BARRIER | 222 2801 | LF | 1,425.000 | 0.000 | 0.000 | $3.92 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,285.000 | 6,490.000 | 6,490.000 | $1.86 | $0.00 | $12,071.40 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 10,800.000 | 0.000 | 0.000 | $1.86 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,939.000 | 0.000 | 0.000 | $2.48 | $0.00 | $0.00 | |
0009 | WATERING | 230(F) 2812 | MGAL | 3,494.000 | 0.000 | 0.000 | $9.80 | $0.00 | $0.00 | |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 27.050 | 54.630 | 54.630 | $361.21 | $0.00 | $19,732.90 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 61.420 | 0.000 | 0.000 | $258.01 | $0.00 | $0.00 | |
0012 | ASPHALT MULCHING | 233(C) 2819 | GAL | 40,586.000 | 0.000 | 0.000 | $2.66 | $0.00 | $0.00 | |
0013 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 8.050 | 13.660 | 13.660 | $670.83 | $0.00 | $9,163.54 | |
0014 | MOWING | 241 2832 | AC | 30.710 | 0.000 | 0.000 | $103.20 | $0.00 | $0.00 | |
0015 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 59,729.000 | 61,656.950 | 61,656.950 | $7.90 | $0.00 | $487,089.92 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 445.000 | 0.000 | 0.000 | $64.33 | $0.00 | $0.00 | |
0017 | TACK COAT | 407 0250 | GAL | 2,330.000 | 2,612.500 | 2,612.500 | $4.00 | $0.00 | $10,450.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 22,070.000 | 3,373.590 | 3,373.590 | $1.50 | $0.00 | $5,060.39 | |
0019 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | 411(S2) 5930 | TON | 1,438.000 | 0.000 | 0.000 | $103.85 | $0.00 | $0.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 581.000 | 0.000 | 0.000 | $110.60 | $0.00 | $0.00 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 12,963.000 | 16,202.950 | 16,202.950 | $105.00 | $0.00 | $1,701,309.75 | |
0022 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 94.000 | 0.000 | 0.000 | $152.50 | $0.00 | $0.00 | |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 440.000 | 306.070 | 306.070 | $129.25 | $0.00 | $39,559.55 | |
0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,501.000 | 1,718.970 | 1,718.970 | $101.35 | $0.00 | $174,217.61 | |
0025 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 16,576.000 | 30,211.000 | 30,211.000 | $0.35 | $0.00 | $10,573.85 | |
0026 | 11" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5760 | SY | 51,106.000 | 50,035.330 | 50,035.330 | $44.45 | $0.00 | $2,224,070.42 | |
0027 | 8.5" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 6853 | SY | 30,452.000 | 31,103.740 | 31,103.740 | $37.95 | $0.00 | $1,180,386.93 | |
0028 | CLSM BACKFILL | 501(G) 6315 | CY | 4.600 | 4.000 | 4.000 | $564.65 | $0.00 | $2,258.60 | |
0029 | CLASS A CONCRETE | 509(B) 0321 | CY | 61.800 | 62.350 | 62.350 | $204.34 | $0.00 | $12,740.60 | |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 570.000 | 261.460 | 261.460 | $204.34 | $0.00 | $53,426.74 | |
0031 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 1.000 | $1,430.41 | $0.00 | $1,430.41 | |
0032 | DROP INLET GRATE (SMD-TYPE 2) | 611(L) 4210 | EA | 1.000 | 1.000 | 1.000 | $623.25 | $0.00 | $623.25 | |
0033 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 402.000 | 404.000 | 404.000 | $95.00 | $0.00 | $38,380.00 | |
0034 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 534.000 | 524.000 | 524.000 | $106.50 | $0.00 | $55,806.00 | |
0035 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 586.000 | 596.000 | 596.000 | $125.00 | $0.00 | $74,500.00 | |
0036 | (PL)SPEC. TRIPLE CULV. END TREATMENT | 613(CC) 6105 | EA | 1.000 | 1.000 | 1.000 | $3,882.54 | $0.00 | $3,882.54 | |
0037 | SPECIAL TRIPLE CULV.END TRT.(6:1SLP) | 613(CC) 6115 | EA | 3.000 | 3.000 | 3.000 | $3,678.19 | $0.00 | $11,034.57 | |
0038 | 3-30" CULVERT END TREATMENT(RC-GR) | 613(CC) 6123 | EA | 1.000 | 1.000 | 1.000 | $2,656.47 | $0.00 | $2,656.47 | |
0039 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 3.000 | 3.000 | 3.000 | $817.38 | $0.00 | $2,452.14 | |
0040 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 1.000 | 1.000 | 1.000 | $1,226.06 | $0.00 | $1,226.06 | |
0041 | TYPE CC4 CULVERT END TREATMENT | 613(CC) 7193 | EA | 3.000 | 3.000 | 3.000 | $1,021.72 | $0.00 | $3,065.16 | |
0042 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 1.000 | 1.000 | 1.000 | $817.38 | $0.00 | $817.38 | |
0043 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 18.000 | 18.000 | 18.000 | $1,226.06 | $0.00 | $22,069.08 | |
0044 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 1.000 | 1.000 | 1.000 | $1,430.41 | $0.00 | $1,430.41 | |
0045 | TYPE CC6 CULVERT END TREATMENT | 613(CC) 7203 | EA | 1.000 | 1.000 | 1.000 | $2,043.44 | $0.00 | $2,043.44 | |
0046 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(D) 4530 | LF | 698.000 | 722.000 | 722.000 | $51.09 | $0.00 | $36,886.98 | |
0047 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 200.000 | 0.000 | 0.000 | $10.22 | $0.00 | $0.00 | |
0048 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 100.000 | 0.000 | 0.000 | $10.22 | $0.00 | $0.00 | |
0049 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 45.000 | 0.000 | 0.000 | $35.76 | $0.00 | $0.00 | |
0050 | TRENCH EXCAVATION | 613(S) 1180 | CY | 1,084.000 | 1,221.950 | 1,221.950 | $8.17 | $0.00 | $9,983.34 | |
0051 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 639.000 | 671.450 | 671.450 | $20.43 | $0.00 | $13,717.72 | |
0052 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 0.000 | 0.000 | $45,000.00 | $0.00 | $0.00 | |
0053 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 1.000 | $2,554.30 | $0.00 | $2,554.30 | |
0054 | REMOVAL OF FENCE | 619(B) 4725 | LF | 25,577.000 | 14,675.500 | 14,675.500 | $0.48 | $0.00 | $7,044.24 | |
0055 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 59,289.000 | 58,756.270 | 58,756.270 | $6.09 | $0.00 | $357,825.68 | |
0056 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 1,245.000 | 1,245.000 | 1,245.000 | $1.99 | $0.00 | $2,477.55 | |
0057 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 494.000 | 502.000 | 502.000 | $20.00 | $0.00 | $10,040.00 | |
0058 | SAWING PAVEMENT | 619(C) 0924 | LF | 7,158.000 | 215.000 | 215.000 | $5.00 | $0.00 | $1,075.00 | |
0059 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 28,018.000 | 29,307.000 | 29,307.000 | $2.06 | $0.00 | $60,372.42 | |
0060 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 1.000 | $30.95 | $0.00 | $30.95 | |
0061 | MAILBOX | 629(C) 4960 | EA | 1.000 | 1.000 | 1.000 | $77.36 | $0.00 | $77.36 | |
8001 | RUMBLE STRIP-TEMPORARY | 413(H) 5800 | SD | 0.000 | 55.000 | 55.000 | $132.00 | $0.00 | $7,260.00 | |
8002 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $89,600.00 | $0.00 | $0.00 | |
8003 | SOLID SLAB SODDING | 230(A) 2806 | SY | 0.000 | 19,211.930 | 19,211.930 | $2.10 | $0.00 | $40,345.06 | |
8004 | WATERING | 230(F) 2812 | MGAL | 0.000 | 1,093.500 | 1,093.500 | $9.45 | $0.00 | $10,333.58 | |
8005 | WOOD CELLULOSE FIBER | 233(D) 2820 | AC | 0.000 | 54.640 | 54.640 | $4,158.00 | $0.00 | $227,193.12 | |
8006 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 0.000 | 369.560 | 369.560 | $34.00 | $0.00 | $12,565.04 | |
8007 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $24,352.02 | $0.00 | $24,352.02 | |
8008 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $-1,852.02 | $0.00 | $-1,852.02 | |
8009 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-385.89 | $0.00 | $-385.89 | |
8010 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $-51,250.66 | $0.00 | $-51,250.66 | |
8011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 54.640 | 54.640 | $400.00 | $0.00 | $21,856.00 | |
8012 | SOLID SLAB SODDING | 230(A) 2806 | SY | 0.000 | 47,751.090 | 47,751.090 | $5.59 | $0.00 | $266,928.59 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $7,649,747.86 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0200/BRIDGE 'A' | ||||||||
0062 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 850.000 | 342.040 | 342.040 | $5.11 | $0.00 | $1,747.82 | |
0063 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 177.000 | 175.000 | 175.000 | $7.15 | $0.00 | $1,251.25 | |
0064 | CLASS AA CONCRETE | 509(A) 1326 | CY | 387.700 | 365.070 | 365.070 | $275.00 | $0.00 | $100,394.25 | |
0065 | REINFORCING STEEL | 511(A) 1332 | LB | 51,020.000 | 52,291.000 | 52,291.000 | $0.87 | $0.00 | $45,493.16 | |
0066 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $16,150.00 | $0.00 | $16,150.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $165,036.48 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0201/BRIDGE 'B' | ||||||||
0067 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 280.000 | 286.100 | 286.100 | $10.52 | $0.00 | $3,009.78 | |
0068 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 109.000 | 71.900 | 71.900 | $12.26 | $0.00 | $881.50 | |
0069 | CLASS AA CONCRETE | 509(A) 1326 | CY | 299.900 | 300.090 | 300.090 | $275.00 | $0.00 | $82,524.75 | |
0070 | REINFORCING STEEL | 511(A) 1332 | LB | 42,240.000 | 42,503.000 | 42,503.000 | $0.87 | $0.00 | $36,977.62 | |
0071 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $15,110.00 | $0.00 | $15,110.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $138,503.65 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0300/TRAFFIC | ||||||||
0072 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 86.000 | 86.000 | 86.000 | $31.98 | $0.00 | $2,750.28 | |
0073 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 126.600 | 126.600 | 126.600 | $9.80 | $0.00 | $1,240.68 | |
0074 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 4.000 | 5.000 | 5.000 | $412.61 | $0.00 | $2,063.05 | |
0075 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 54,540.000 | 64,100.000 | 64,100.000 | $0.50 | $0.00 | $32,050.00 | |
0076 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 30,296.000 | 34,732.000 | 34,732.000 | $0.30 | $0.00 | $10,419.60 | |
0077 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 1,000.000 | 0.000 | 0.000 | $0.62 | $0.00 | $0.00 | |
0078 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 1,000.000 | 0.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0079 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 30,296.000 | 26,350.000 | 26,350.000 | $0.08 | $0.00 | $2,108.00 | |
0080 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,000.000 | 3,064.000 | 3,064.000 | $0.62 | $0.00 | $1,899.68 | |
0081 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,500.000 | 2,604.000 | 2,604.000 | $0.31 | $0.00 | $807.24 | |
0082 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,000.000 | 3,367.000 | 3,367.000 | $0.02 | $0.00 | $67.34 | |
0083 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 1,000.000 | 298.000 | 298.000 | $0.02 | $0.00 | $5.96 | |
0084 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 400.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0085 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,000.000 | 752.000 | 752.000 | $0.02 | $0.00 | $15.04 | |
0086 | WING BARRICADES | 880(C) 8848 | SD | 1,000.000 | 724.000 | 724.000 | $0.02 | $0.00 | $14.48 | |
0087 | VERTICAL PANELS | 880(D) 8854 | SD | 1,000.000 | 0.000 | 0.000 | $0.83 | $0.00 | $0.00 | |
0088 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 12,000.000 | 4,259.000 | 4,259.000 | $0.02 | $0.00 | $85.18 | |
0089 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 5,000.000 | 25,502.000 | 25,502.000 | $0.31 | $0.00 | $7,905.62 | |
0090 | DRUMS | 880(F) 8878 | SD | 1,000.000 | 25,633.000 | 25,633.000 | $0.02 | $0.00 | $512.66 | |
0091 | CHANNELIZER CONES | 880(G) 8890 | SD | 25,000.000 | 43,347.000 | 43,347.000 | $0.36 | $0.00 | $15,604.92 | |
0092 | FLAGGER | 880(I) 8902 | SD | 125.000 | 0.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0093 | PILOT CAR | 880(W) 8800 | LSUM | 1.000 | 0.000 | 0.000 | $100,000.00 | $0.00 | $0.00 | |
0094 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 250.000 | 332.000 | 332.000 | $21.66 | $0.00 | $7,191.12 | |
8000 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $185,000.00 | $0.00 | $185,000.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $269,740.85 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0600/STAKING | ||||||||
0095 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $30,000.00 | ||||||||
Fed/State Project Number: NHY-017N(238) | Project: 13337(05) | Category: 0640/CONSTRUCTION | ||||||||
0096 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
0097 | FIELD OFFICE | 640 1426 | EA | 1.000 | 0.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0098 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $335,000.00 | $0.00 | $335,000.00 | |
0099 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $379,500.00 | ||||||||
Subtotals For Project NHY-017N(238) /13337(05) | $0.00 | $8,632,528.84 |