Contract ID: | 100614 | Estimate Number: | 0029 | Contract No: | 610887 | |||
Residency: | GUYMON (06200) | Estimate Type: | Progressive | 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: | 11/13/2014 TO 03/10/2015 |
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: | 1255.00 |
General Liability Expires: | 08/15/2014 | Workman's Comp Expires: | 08/15/2014 | Percent Time Used: | 105.10 % |
Specification Year: | 1999 | Date Approved: | 03/10/2015 | ||
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 | $8,631,396.55 | $1,132.29 | ||
Percent Complete: | 95.16 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $435,851.51 | Total Earnings: | $8,632,528.84 | $8,631,396.55 | $1,132.29 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $8,632,528.84 | $8,631,396.55 | $1,132.29 | ||||
Other Adjustments: | $68,722.67 | $69,733.31 | $-1,010.64 | ||||
Liq Dam/Disincentive: | $-128,000.00 | $-128,000.00 | $0.00 | ||||
TOTAL: | $8,573,251.51 | $8,573,129.86 | $121.65 |
Contract ID: | 100614 | Estimate Number: | 0029 | 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 |
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 | Subtotals For Liquidated Damages | $-128,000.00 |
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: | 0029 | 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 | 65,302.000 | 69,732.100 | $3.50 | $0.00 | $244,062.36 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 27,479.000 | 27,479.000 | 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 | 1,425.000 | 0.000 | $3.92 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,285.000 | 10,285.000 | 6,490.000 | $1.86 | $0.00 | $12,071.40 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 10,800.000 | 10,800.000 | 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 | 58.340 | 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 | 15.880 | 13.660 | $670.83 | $0.00 | $9,163.54 | |
0014 | MOWING | 241 2832 | AC | 30.710 | 30.710 | 0.000 | $103.20 | $0.00 | $0.00 | |
0015 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 59,729.000 | 59,729.000 | 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 | 2,330.000 | 2,612.500 | $4.00 | $0.00 | $10,450.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 22,070.000 | 22,070.000 | 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 | 1,438.000 | 0.000 | $103.85 | $0.00 | $0.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 581.000 | 581.000 | 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 | 12,963.000 | 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 | 94.000 | 0.000 | $152.50 | $0.00 | $0.00 | |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 440.000 | 440.000 | 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 | 2,108.000 | 1,718.970 | $101.35 | $0.00 | $174,217.61 | |
0025 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 16,576.000 | 16,576.000 | 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 | 51,106.000 | 0.000 | 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 | 30,452.000 | 0.000 | 31,103.740 | $37.95 | $0.00 | $1,180,386.93 |
0028 | CLSM BACKFILL | 501(G) 6315 | CY | 4.600 | 4.600 | 4.000 | $564.65 | $0.00 | $2,258.60 | |
0029 | CLASS A CONCRETE | 509(B) 0321 | CY | 61.800 | 61.800 | 62.350 | $204.34 | $0.00 | $12,740.60 | |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 570.000 | 570.000 | 0.020 | 261.460 | $204.34 | $4.09 | $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 | 402.000 | 404.000 | $95.00 | $0.00 | $38,380.00 | |
0034 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 534.000 | 534.000 | 524.000 | $106.50 | $0.00 | $55,806.00 | |
0035 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 586.000 | 586.000 | 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 | 698.000 | 722.000 | $51.09 | $0.00 | $36,886.98 | |
0047 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 200.000 | 200.000 | 0.000 | $10.22 | $0.00 | $0.00 | |
0048 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 100.000 | 100.000 | 0.000 | $10.22 | $0.00 | $0.00 | |
0049 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 45.000 | 45.000 | 0.000 | $35.76 | $0.00 | $0.00 | |
0050 | TRENCH EXCAVATION | 613(S) 1180 | CY | 1,084.000 | 1,084.000 | 1,221.950 | $8.17 | $0.00 | $9,983.34 | |
0051 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 639.000 | 639.000 | 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 | 25,577.000 | 14,675.500 | $0.48 | $0.00 | $7,044.24 | |
0055 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 59,289.000 | 59,289.000 | -0.440 | 58,756.270 | $6.09 | $-2.68 | $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 | 494.000 | 502.000 | $20.00 | $0.00 | $10,040.00 | |
0058 | SAWING PAVEMENT | 619(C) 0924 | LF | 7,158.000 | 7,158.000 | 215.000 | $5.00 | $0.00 | $1,075.00 | |
0059 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 28,018.000 | 28,018.000 | 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 | 90.000 | 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 | 12,939.000 | 19,211.930 | $2.10 | $0.00 | $40,345.06 | |
8004 | WATERING | 230(F) 2812 | MGAL | 0.000 | 6,934.960 | 1,093.500 | $9.45 | $0.00 | $10,333.58 | |
8005 | WOOD CELLULOSE FIBER | 233(D) 2820 | AC | 0.000 | 58.340 | 54.640 | $4,158.00 | $0.00 | $227,193.12 | |
8006 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 0.000 | 445.000 | 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 | 61.420 | 54.640 | $400.00 | $0.00 | $21,856.00 | |
8012 | SOLID SLAB SODDING | 230(A) 2806 | SY | 0.000 | 50,000.000 | 47,751.090 | $5.59 | $0.00 | $266,928.59 | |
Subtotals For Category 0100/ROADWAY | $1.41 | $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 | 850.000 | 342.040 | $5.11 | $0.00 | $1,747.82 | |
0063 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 177.000 | 177.000 | 175.000 | $7.15 | $0.00 | $1,251.25 | |
0064 | CLASS AA CONCRETE | 509(A) 1326 | CY | 387.700 | 387.700 | 365.070 | $275.00 | $0.00 | $100,394.25 | |
0065 | REINFORCING STEEL | 511(A) 1332 | LB | 51,020.000 | 51,020.000 | 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 | 280.000 | 286.100 | $10.52 | $0.00 | $3,009.78 | |
0068 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 109.000 | 109.000 | 71.900 | $12.26 | $0.00 | $881.50 | |
0069 | CLASS AA CONCRETE | 509(A) 1326 | CY | 299.900 | 299.900 | 300.090 | $275.00 | $0.00 | $82,524.75 | |
0070 | REINFORCING STEEL | 511(A) 1332 | LB | 42,240.000 | 42,240.000 | 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 | 0.600 | 126.600 | $9.80 | $5.88 | $1,240.68 |
0074 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 4.000 | 4.000 | 5.000 | $412.61 | $0.00 | $2,063.05 | |
0075 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 54,540.000 | 54,540.000 | 64,100.000 | $0.50 | $0.00 | $32,050.00 | |
0076 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 30,296.000 | 30,296.000 | 34,732.000 | $0.30 | $0.00 | $10,419.60 | |
0077 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 1,000.000 | 1,000.000 | 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 | 1,000.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0079 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 30,296.000 | 30,296.000 | 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 | 1,000.000 | 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 | 3,500.000 | 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 | 6,000.000 | 3,367.000 | $0.02 | $0.00 | $67.34 | |
0083 | CONSTRUCTION SIGNS 33.0 SF & OVER | 880(B) 8827 | SD | 1,000.000 | 1,000.000 | 298.000 | $0.02 | $0.00 | $5.96 | |
0084 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 400.000 | 400.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0085 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,000.000 | 1,000.000 | 752.000 | $0.02 | $0.00 | $15.04 | |
0086 | WING BARRICADES | 880(C) 8848 | SD | 1,000.000 | 1,000.000 | 724.000 | $0.02 | $0.00 | $14.48 | |
0087 | VERTICAL PANELS | 880(D) 8854 | SD | 1,000.000 | 1,000.000 | 0.000 | $0.83 | $0.00 | $0.00 | |
0088 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 12,000.000 | 12,000.000 | 4,259.000 | $0.02 | $0.00 | $85.18 | |
0089 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 5,000.000 | 5,000.000 | 25,502.000 | $0.31 | $0.00 | $7,905.62 | |
0090 | DRUMS | 880(F) 8878 | SD | 1,000.000 | 1,000.000 | 0.000 | 25,633.000 | $0.02 | $0.00 | $512.66 |
0091 | CHANNELIZER CONES | 880(G) 8890 | SD | 25,000.000 | 25,000.000 | 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 | 250.000 | 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 | $5.88 | $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 | 0.250 | 1.000 | $4,500.00 | $1,125.00 | $4,500.00 |
0097 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 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 | $1,125.00 | $379,500.00 | ||||||||
Subtotals For Project NHY-017N(238) /13337(05) | $1,132.29 | $8,632,528.84 |