Contract ID: | 090323 | Estimate Number: | 0053 | Contract No: | 411159 | |||
Residency: | SALLISAW (01200) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | IM-STIM(001) | ||||||||||||
Primary Job Piece No: | 20900(05) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION AND BRIDGE I-40: FROM MILE MARKER 281.67 TO 288.22. PROJECT LENGTH = 4.998 MILES. | ||||||||||||
Primary County: | MUSKOGEE | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 08/01/2011 TO 08/15/2011 |
Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 600 |
Date Contract Executed: | 04/03/2009 | Date Time Stopped: | Current Time Charged: | 806.00 | |
Date NTP Issued: | 04/07/2009 | Completion Date: | Current Time Allowed: | 938.00 | |
General Liability Expires: | 03/01/2012 | Workman's Comp Expires: | 03/01/2012 | Percent Time Used: | 85.93 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $34,290,698.54 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $33,928,747.71 | Participating: | $31,829,890.33 | $31,736,651.91 | $93,238.42 | ||
Percent Complete: | 94.02 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,050,387.57 | Non ARRA: | $360,123.44 | $360,123.44 | $0.00 | ||
Unearned Balance: | $1,688,436.74 | Total Earnings: | $32,190,013.77 | $32,096,775.35 | $93,238.42 | ||
Stockpiled Materials: | $0.01 | $0.01 | $0.00 | ||||
Gross Earnings: | $32,190,013.78 | $32,096,775.36 | $93,238.42 | ||||
Other Adjustments: | $5,297.19 | $5,297.19 | $0.00 | ||||
Liq Dam/Disincentive: | $45,000.00 | $45,000.00 | $0.00 | ||||
TOTAL: | $32,240,310.97 | $32,147,072.55 | $93,238.42 |
Contract ID: | 090323 | Estimate Number: | 0053 | Primary JP: | 20900(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Special Provision 108-STIM01(a-f)99 Update | Approved | 06/02/2009 | 0.0 | $0.00 |
002 | Increase Contract time due to Add Alternate bid/award | Approved | 08/14/2009 | 200.0 | $0.00 |
003 | Removal of Headwalls to facilitate extending existing RCB's | Approved | 11/25/2009 | 0.0 | $12,791.80 |
004 | Rip-Rap, Adjust Slopes, Add'l Drainage, Traf Lighting | Approved | 04/05/2011 | 0.0 | $349,159.03 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-8,312.72 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $27,645.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-8,797.72 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $28,130.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $29,100.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-9,767.72 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0010 | $47,530.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-19,332.28 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-28,197.72 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-21,898.09 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $21,974.79 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-76.70 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $5,911.09 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-5,911.09 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-7,805.57 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $29,809.89 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,004.32 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-7,805.57 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $29,809.89 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,004.32 |
20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0022 | $-63,784.58 |
20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Initial Payment | 0015 | $91,530.93 |
20900(05) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0023 | $-27,746.35 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0035 | $-33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0035 | $-9,282.34 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0034 | $-15,960.84 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0033 | $-7,876.82 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0033 | $-16,729.62 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0024 | $-7,571.07 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0024 | $-33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0024 | $-22,621.32 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-10,498.34 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-8,832.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-29,808.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0023 | $-9,461.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0022 | $-22,002.93 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0026 | $-8,819.32 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $31,463.93 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $29,808.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $8,832.00 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,119.66 |
20900(05) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0016 | $33,120.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,624.27 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,219.86 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,605.87 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0010 | $26,450.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-2,697.70 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-7,352.96 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0029 | $-16,314.29 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0030 | $-3,418.75 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0030 | $-12,842.50 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,619.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,852.50 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $27,086.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0016 | $26,852.50 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-5,691.17 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0044 | $-14,010.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0021 | $-18,148.00 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-6,006.79 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-12,816.38 |
20900(05) | 0013 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-8,111.45 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0023 | $-10,152.73 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-30,455.41 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-17,009.60 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-47,000.62 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-6,790.71 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-51,683.09 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Adjustment | 0024 | $-25,573.24 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $40,608.15 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $17,009.60 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $47,000.62 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $6,790.71 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $51,683.09 |
20900(05) | 0025 | AGGR-HC CONC-57C(IA) | Stockpiled Material Initial Payment | 0015 | $25,573.24 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0027 | $-14,697.00 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0027 | $-2,385.00 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0043 | $-6,161.25 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0042 | $-20,769.37 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0040 | $-3,975.00 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Initial Payment | 0018 | $33,489.37 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Adjustment | 0029 | $-198.75 |
20900(05) | 0043 | W Beam Guardrail | Stockpiled Material Initial Payment | 0006 | $14,697.00 |
20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Adjustment | 0027 | $-3,118.16 |
20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Adjustment | 0043 | $-1,559.08 |
20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Adjustment | 0042 | $-4,677.24 |
20900(05) | 0044 | Thrie Beam Bridge Connection Type A | Stockpiled Material Initial Payment | 0018 | $9,354.48 |
20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0018 | $1,000.51 |
20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0040 | $-285.86 |
20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0042 | $-285.86 |
20900(05) | 0045 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0027 | $-428.79 |
20900(05) | 0046 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0027 | $-1,330.74 |
20900(05) | 0046 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Initial Payment | 0018 | $3,326.85 |
20900(05) | 0046 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0042 | $-1,996.11 |
20900(05) | 0047 | GET | Stockpiled Material Initial Payment | 0006 | $6,318.00 |
20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0042 | $-9,453.72 |
20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0043 | $-1,575.62 |
20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0027 | $-1,575.62 |
20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0027 | $-6,318.00 |
20900(05) | 0047 | GET | Stockpiled Material Adjustment | 0040 | $-3,151.24 |
20900(05) | 0047 | GET | Stockpiled Material Initial Payment | 0018 | $15,756.20 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0040 | $-8,620.08 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0038 | $-2,268.21 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0037 | $-7,207.41 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0035 | $-6,387.15 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0033 | $-9,722.58 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0032 | $-5,644.80 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0030 | $-10,529.49 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Closure | 0052 | $-1,646.52 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0045 | $-3,757.32 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0043 | $-9,105.18 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0042 | $-4,940.67 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0031 | $-2,565.15 |
20900(05) | 0048 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0020 | $72,394.56 |
20900(05) | 0084 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Initial Payment | 0018 | $6,161.25 |
20900(05) | 0084 | Beam Guard Rail-W-Beam-Single | Stockpiled Material Adjustment | 0042 | $-6,161.25 |
20900(05) | 0085 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0018 | $142.93 |
20900(05) | 0085 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0027 | $-142.93 |
20900(05) | 0086 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0027 | $-665.37 |
20900(05) | 0086 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Initial Payment | 0018 | $1,996.11 |
20900(05) | 0086 | Guard Rail Anchor Unit (Type D-BF) | Stockpiled Material Adjustment | 0042 | $-1,330.74 |
20900(05) | 0087 | GET | Stockpiled Material Initial Payment | 0018 | $3,151.24 |
20900(05) | 0087 | GET | Stockpiled Material Adjustment | 0042 | $-3,151.24 |
20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Closure | 0052 | $-1,051.86 |
20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Initial Payment | 0020 | $19,023.34 |
20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0027 | $-7,849.24 |
20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0029 | $-1,193.67 |
20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0044 | $-6,342.70 |
20900(05) | 0088 | FENCE WIRE-WWF-ZC | Stockpiled Material Adjustment | 0045 | $-2,585.87 |
20900(05) | 0114 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $214,707.92 |
20900(05) | 0114 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0033 | $-214,707.92 |
20900(05) | 0121 | REBAR-GR60 | Stockpiled Material Adjustment | 0032 | $-355.86 |
20900(05) | 0121 | REBAR-GR60 | Stockpiled Material Adjustment | 0030 | $-873.21 |
20900(05) | 0121 | REBAR-GR60 | Stockpiled Material Initial Payment | 0029 | $1,229.07 |
20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0033 | $-3,284.95 |
20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0032 | $-7,590.28 |
20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0030 | $-8,993.08 |
20900(05) | 0122 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0029 | $19,868.31 |
20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $12,724.50 |
20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Adjustment | 0032 | $-12,724.50 |
20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Adjustment | 0032 | $-3,667.65 |
20900(05) | 0123 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $3,667.65 |
20900(05) | 0127 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0029 | $14,810.64 |
20900(05) | 0127 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0030 | $-14,810.64 |
20900(05) | 0139 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0019 | $-53,663.51 |
20900(05) | 0139 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $53,663.51 |
20900(05) | 0140 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0022 | $-8,306.81 |
20900(05) | 0140 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $8,306.81 |
20900(05) | 0142 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $8,099.62 |
20900(05) | 0142 | RSTL EPXY (AML)(IA) | Stockpiled Material Closure | 0052 | $-57.19 |
20900(05) | 0142 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0023 | $-8,042.43 |
20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Closure | 0052 | $-2,320.71 |
20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-41,356.07 |
20900(05) | 0147 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0020 | $43,676.78 |
20900(05) | 0148 | Piles, Furnished (HP 12x53) | Stockpiled Material Adjustment | 0017 | $-17,290.35 |
20900(05) | 0148 | Piles, Furnished (HP 12x53) | Stockpiled Material Initial Payment | 0004 | $17,290.35 | Subtotals For Stockpile Payments | $0.01 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
User ent Milestone Inc/Dis | 0044 | $45,000.00 | Subtotals For Contract Adjustments | $45,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20900(05) | 0014 | (SP)FLY ASH | * Truck Overload Deductions | 0026 | -0.31 | $43.18 | $-13.39 |
20900(05) | 0014 | (SP)FLY ASH | * Truck Overload Deductions | 0031 | -2.37 | $43.18 | $-102.34 |
20900(05) | 0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | * Truck Overload Deductions | 0026 | -0.73 | $17.78 | $-12.98 |
20900(05) | 0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | * Truck Overload Deductions | 0027 | -0.10 | $17.78 | $-1.78 |
20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $2,458.86 |
20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 117.35 | $2.47 | $290.37 |
20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0042 | 508.45 | $3.07 | $1,563.18 |
20900(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0043 | 183.20 | $3.07 | $563.23 |
20900(05) | 0066 | TRAFFIC BOUND SURFACE COURSE TYPE E | * Truck Overload Deductions | 0026 | -0.55 | $17.78 | $-9.78 |
20900(05) | 0068 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 0.00 | $0.00 | $83.23 |
20900(05) | 0068 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0042 | 155.67 | $3.07 | $478.59 | Subtotals For Line Item Adjustments | $5,297.19 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 675.00 | 667.00 | $5,000.00 | $0.00 |
Contract ID: | 090323 | Estimate Number: | 0053 | Primary JP: | 20900(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: IM-STIM(001) | Project: 20900(05) | Category: 0100/ROADWAY | ||||||||
0001 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.950 | $1,750,000.00 | $0.00 | $1,662,500.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.750 | $49,721.00 | $0.00 | $37,290.75 | |
0003 | TEMPORARY BALE BARRIER | 222 2801 | LF | 2,648.000 | 2,648.000 | 66.000 | $2.13 | $0.00 | $140.58 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,000.000 | 10,000.000 | 6,526.000 | $1.28 | $0.00 | $8,353.28 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 10.000 | 10.000 | 10.000 | $53.25 | $0.00 | $532.50 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 2,648.000 | 2,648.000 | 392.000 | $6.39 | $0.00 | $2,504.88 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 226,250.000 | 226,250.000 | 188,972.490 | $1.38 | $0.00 | $260,782.04 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 46.770 | 46.770 | 0.000 | $106.50 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 46.770 | 46.770 | 21.550 | $266.25 | $0.00 | $5,737.69 | |
0010 | MOWING | 241 2832 | AC | 460.000 | 460.000 | 228.110 | $31.95 | $0.00 | $7,288.12 | |
0011 | AGGREGATE BASE | 303 0192 | CY | 68,650.000 | 68,650.000 | 109.000 | 68,649.370 | $25.00 | $2,725.00 | $1,716,234.25 |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 344,828.000 | 344,828.000 | 281,687.370 | $9.25 | $0.00 | $2,605,608.18 | |
0013 | SEPARATOR FABRIC | 325 5271 | SY | 344,560.000 | 344,560.000 | 339,473.010 | $1.12 | $0.00 | $380,209.77 | |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 17,627.100 | 17,627.100 | 14,959.030 | $43.18 | $0.00 | $645,930.91 | |
0015 | (SP)LIME | 327(D) 4230 | TON | 2,570.600 | 2,570.600 | 489.450 | $158.08 | $0.00 | $77,372.26 | |
0016 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 408,037.000 | 408,037.000 | 346,381.860 | $1.95 | $0.00 | $675,444.67 | |
0017 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 142,814.000 | 142,814.000 | 30,131.100 | $0.75 | $0.00 | $22,598.33 | |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 37,098.000 | 37,098.000 | 36,733.270 | $17.78 | $0.00 | $653,117.54 | |
0019 | PRIME COAT | 408 5774 | GAL | 133,157.000 | 133,157.000 | 2,781.210 | $1.00 | $0.00 | $2,781.21 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,277.700 | 1,277.700 | 1,278.750 | $63.90 | $0.00 | $81,712.14 | |
0021 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 105,267.000 | 105,267.000 | 104,629.000 | $0.28 | $0.00 | $29,296.12 | |
0022 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 141,888.000 | 141,888.000 | 1,519.210 | 140,537.060 | $10.50 | $15,951.71 | $1,475,639.18 |
0023 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 187,609.000 | 187,609.000 | 152.900 | 182,050.500 | $13.00 | $1,987.70 | $2,366,656.50 |
0024 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 3,500.000 | 3,500.000 | 3,868.390 | $135.00 | $0.00 | $522,232.65 | |
0025 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 91,327.300 | 91,327.300 | 91,127.300 | $75.00 | $0.00 | $6,834,547.50 | |
0026 | COLD MILLING PAVEMENT | 417 5267 | SY | 16,883.000 | 16,883.000 | 10,977.630 | $3.10 | $0.00 | $34,030.65 | |
0027 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 18.000 | 18.000 | 68.010 | $15.98 | $0.00 | $1,086.80 | |
0028 | CLASS A CONCRETE | 509(B) 0321 | CY | 9.500 | 9.500 | 0.000 | 184.820 | $585.75 | $0.00 | $108,258.33 |
0029 | CLASS C CONCRETE | 509(D) 0325 | CY | 173.700 | 173.700 | 22.970 | $292.88 | $0.00 | $6,727.46 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 1,160.000 | 1,160.000 | 0.000 | 22,016.150 | $2.27 | $0.00 | $49,976.66 |
0031 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 3,120.000 | 3,120.000 | 2,863.000 | $16.00 | $0.00 | $45,808.00 | |
0032 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 416.000 | 416.000 | 402.000 | $20.25 | $0.00 | $8,140.50 | |
0033 | 48" CORR. GALV. STEEL PIPE | 613(D) 0694 | LF | 18.000 | 18.000 | 18.000 | $42.53 | $0.00 | $765.54 | |
0034 | 60" CORR. GALV. STEEL PIPE | 613(D) 0696 | LF | 216.000 | 216.000 | 176.000 | $54.06 | $0.00 | $9,514.56 | |
0035 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 1,827.000 | 1,827.000 | 1,373.000 | $16.34 | $0.00 | $22,434.82 | |
0036 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 5,900.000 | 5,900.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0037 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 2,500.000 | 2,500.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0038 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0039 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 227,546.000 | 227,546.000 | 53,603.940 | 229,736.460 | $1.23 | $65,932.85 | $282,575.86 |
0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 88,705.000 | 88,705.000 | 46.300 | 74,954.840 | $2.69 | $124.55 | $201,628.53 |
0041 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 5,645.000 | 5,645.000 | 6,512.000 | $1.70 | $0.00 | $11,070.40 | |
0042 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,772.000 | 5,772.000 | 808.000 | $1.50 | $0.00 | $1,212.00 | |
0043 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 5,987.500 | 5,987.500 | 6,012.500 | $15.18 | $0.00 | $91,269.75 | |
0044 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 12.000 | 12.000 | 12.000 | $1,597.50 | $0.00 | $19,170.00 | |
0045 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 7.000 | 7.000 | 8.000 | $745.50 | $0.00 | $5,964.00 | |
0046 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 5.000 | 5.000 | 5.000 | $1,597.50 | $0.00 | $7,987.50 | |
0047 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 14.000 | 14.000 | 15.000 | $2,662.50 | $0.00 | $39,937.50 | |
0048 | FENCE-STYLE WWF | 624(A) 4281 | LF | 49,248.000 | 49,248.000 | 48,127.920 | $6.88 | $0.00 | $331,120.09 | |
0049 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 6.000 | 6.000 | 4.000 | $300.00 | $0.00 | $1,200.00 | |
Subtotals For Category 0100/ROADWAY | $86,721.81 | $21,389,390.00 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0101/ROADWAY ADD ALT | ||||||||
0050 | EARTHWORK | 202(G) 0185 | LSUM | 1.000 | 1.000 | 0.950 | $280,865.00 | $0.00 | $266,821.75 | |
0051 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.750 | $25,000.00 | $0.00 | $18,750.00 |
0052 | TEMPORARY BALE BARRIER | 222 2801 | LF | 336.000 | 336.000 | 63.000 | $2.13 | $0.00 | $134.19 | |
0053 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 2.000 | 2.000 | $53.25 | $0.00 | $106.50 | |
0054 | TEMPORARY SILT DIKE | 227 0100 | LF | 336.000 | 336.000 | 161.000 | $6.39 | $0.00 | $1,028.79 | |
0055 | SOLID SLAB SODDING | 230(A) 2806 | SY | 37,900.000 | 37,900.000 | 0.000 | $1.38 | $0.00 | $0.00 | |
0056 | SEEDING METHOD B | 232(B) 2814 | AC | 7.840 | 7.840 | 8.700 | 8.700 | $106.50 | $926.55 | $926.55 |
0057 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 7.840 | 7.840 | 16.030 | $266.25 | $0.00 | $4,267.99 | |
0058 | MOWING | 241 2832 | AC | 130.000 | 130.000 | 61.570 | $31.95 | $0.00 | $1,967.16 | |
0059 | AGGREGATE BASE | 303 0192 | CY | 19,248.400 | 19,248.400 | 19,265.030 | $25.89 | $0.00 | $498,771.63 | |
0060 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 77,906.000 | 77,906.000 | 78,412.460 | $8.93 | $0.00 | $700,223.27 | |
0061 | SEPARATOR FABRIC | 325 5271 | SY | 96,390.000 | 96,390.000 | 95,172.340 | $1.12 | $0.00 | $106,593.03 | |
0062 | (SP)FLY ASH | 327(A) 4200 | TON | 4,035.400 | 4,035.400 | 4,016.480 | $43.18 | $0.00 | $173,431.61 | |
0063 | (SP)LIME | 327(D) 4230 | TON | 588.400 | 588.400 | 0.000 | $158.08 | $0.00 | $0.00 | |
0064 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 93,412.000 | 93,412.000 | 1,303.220 | 95,172.340 | $1.95 | $2,541.28 | $185,586.06 |
0065 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 32,694.000 | 32,694.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0066 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 9,868.000 | 9,868.000 | 8,999.930 | $17.78 | $0.00 | $160,018.76 | |
0067 | PRIME COAT | 408 5774 | GAL | 34,075.000 | 34,075.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0068 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 178.300 | 178.300 | 171.570 | $63.90 | $0.00 | $10,963.32 | |
0069 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 29,742.000 | 29,742.000 | 36,183.000 | $0.28 | $0.00 | $10,131.24 | |
0070 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 20,494.000 | 20,494.000 | 24,672.330 | $10.50 | $0.00 | $259,059.47 | |
0071 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 53,012.000 | 53,012.000 | 7.310 | 51,199.880 | $13.00 | $95.03 | $665,598.44 |
0072 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 500.000 | 500.000 | 112.110 | $135.00 | $0.00 | $15,134.85 | |
0073 | (SP)P.C. CONCRETE FOR PAVEMENT (ONLY) | 414(I) 5270 | CY | 21,685.800 | 21,685.800 | 21,925.110 | $75.00 | $0.00 | $1,644,383.25 | |
0074 | COLD MILLING PAVEMENT | 417 5267 | SY | 2,500.000 | 2,500.000 | 2,791.110 | $3.10 | $0.00 | $8,652.44 | |
0075 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.200 | 50.200 | 5.930 | $292.88 | $0.00 | $1,736.78 | |
0076 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 640.000 | 640.000 | 0.000 | $20.25 | $0.00 | $0.00 | |
0077 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 100.000 | 100.000 | 0.000 | $16.34 | $0.00 | $0.00 | |
0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 1,800.000 | 1,800.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 700.000 | 700.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0080 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 47,297.000 | 47,297.000 | 50,069.490 | $1.23 | $0.00 | $61,585.47 | |
0081 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 24,176.000 | 24,176.000 | 20,605.110 | $2.69 | $0.00 | $55,427.74 | |
0082 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 750.000 | 750.000 | 774.000 | $1.70 | $0.00 | $1,315.80 | |
0083 | SAWING PAVEMENT | 619(C) 0924 | LF | 500.000 | 500.000 | 45.000 | $2.00 | $0.00 | $90.00 | |
0084 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 775.000 | 775.000 | 775.000 | $15.18 | $0.00 | $11,764.50 | |
0085 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 1.000 | $745.50 | $0.00 | $745.50 | |
0086 | GUARD RAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 3.000 | 3.000 | 3.000 | $1,597.50 | $0.00 | $4,792.50 | |
0087 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,662.50 | $0.00 | $5,325.00 | |
0088 | FENCE-STYLE WWF | 624(A) 4281 | LF | 15,986.000 | 15,986.000 | 15,102.080 | $6.88 | $0.00 | $103,902.31 | |
0089 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 2.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
Subtotals For Category 0101/ROADWAY ADD ALT | $3,562.86 | $4,979,535.90 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0200/BRIDGE "A" ADD ALT | ||||||||
0090 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 73.000 | 73.000 | 73.000 | $26.63 | $0.00 | $1,943.99 | |
0091 | CLSM BACKFILL | 501(G) 6309 | CY | 67.200 | 67.200 | 67.200 | $149.10 | $0.00 | $10,019.52 | |
0092 | APPROACH SLAB | 504(A) 1304 | SY | 84.500 | 84.500 | 84.500 | $169.34 | $0.00 | $14,309.23 | |
0093 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 34.000 | 34.000 | 34.000 | $42.60 | $0.00 | $1,448.40 | |
0094 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 45.000 | 45.000 | 45.000 | $42.60 | $0.00 | $1,917.00 | |
Subtotals For Category 0200/BRIDGE "A" ADD ALT | $0.00 | $29,638.14 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0201/BRIDGE "B" ADD ALT | ||||||||
0095 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 73.000 | 73.000 | 73.000 | $26.63 | $0.00 | $1,943.99 | |
0096 | CLSM BACKFILL | 501(G) 6309 | CY | 67.200 | 67.200 | 67.200 | $149.10 | $0.00 | $10,019.52 | |
0097 | APPROACH SLAB | 504(A) 1304 | SY | 84.500 | 84.500 | 84.500 | $169.34 | $0.00 | $14,309.23 | |
0098 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 34.000 | 34.000 | 34.000 | $42.60 | $0.00 | $1,448.40 | |
0099 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 45.000 | 45.000 | 45.000 | $42.60 | $0.00 | $1,917.00 | |
Subtotals For Category 0201/BRIDGE "B" ADD ALT | $0.00 | $29,638.14 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0202/BRIDGE "C" | ||||||||
0100 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 30.000 | 30.000 | 30.000 | $26.63 | $0.00 | $798.90 | |
0101 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 10.000 | 10.000 | $186.38 | $0.00 | $1,863.80 | |
0102 | APPROACH SLAB | 504(A) 1304 | SY | 168.800 | 168.800 | 168.800 | $159.75 | $0.00 | $26,965.80 | |
0103 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 470.000 | 470.000 | 0.000 | $15.18 | $0.00 | $0.00 | |
0104 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 78.000 | 78.000 | 78.000 | $42.60 | $0.00 | $3,322.80 | |
0105 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 90.000 | 90.000 | 90.000 | $42.60 | $0.00 | $3,834.00 | |
Subtotals For Category 0202/BRIDGE "C" | $0.00 | $36,785.30 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0203/BRIDGE "D" | ||||||||
0106 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 30.000 | 30.000 | 30.000 | $26.63 | $0.00 | $798.90 | |
0107 | CLSM BACKFILL | 501(G) 6309 | CY | 10.000 | 10.000 | 10.000 | $186.38 | $0.00 | $1,863.80 | |
0108 | APPROACH SLAB | 504(A) 1304 | SY | 168.800 | 168.800 | 168.800 | $159.75 | $0.00 | $26,965.80 | |
0109 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 470.000 | 470.000 | 470.000 | $15.18 | $0.00 | $7,134.60 | |
0110 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 78.000 | 78.000 | 78.000 | $42.60 | $0.00 | $3,322.80 | |
0111 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 90.000 | 90.000 | 90.000 | $42.60 | $0.00 | $3,834.00 | |
Subtotals For Category 0203/BRIDGE "D" | $0.00 | $43,919.90 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0204/BRIDGE "E" | ||||||||
0112 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 224.000 | 224.000 | 224.000 | $15.98 | $0.00 | $3,579.52 | |
0113 | CLSM BACKFILL | 501(G) 6309 | CY | 178.400 | 178.400 | 178.400 | $143.78 | $0.00 | $25,650.35 | |
0114 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,594.800 | 1,594.800 | 1,594.800 | $216.20 | $0.00 | $344,795.76 | |
0115 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 273.400 | $145.91 | $0.00 | $39,891.79 | |
0116 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $283.29 | $0.00 | $23,796.36 | |
0117 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 922.800 | 922.800 | 922.800 | $64.97 | $0.00 | $59,954.32 | |
0118 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,920.000 | 1,920.000 | 1,920.000 | $2.56 | $0.00 | $4,915.20 | |
0119 | CLASS AA CONCRETE | 509(A) 1326 | CY | 455.800 | 455.800 | 455.800 | $521.85 | $0.00 | $237,859.23 | |
0120 | CLASS A CONCRETE | 509(B) 1328 | CY | 297.600 | 297.600 | 297.600 | $516.53 | $0.00 | $153,719.33 | |
0121 | REINFORCING STEEL | 511(A) 1332 | LB | 2,810.000 | 2,810.000 | 2,810.000 | $1.17 | $0.00 | $3,287.70 | |
0122 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 141,290.000 | 141,290.000 | 141,290.000 | $1.07 | $0.00 | $151,180.30 | |
0123 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 657.000 | 657.000 | 657.000 | $42.60 | $0.00 | $27,988.20 | |
0124 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 657.000 | 657.000 | 589.950 | $15.98 | $0.00 | $9,427.40 | |
0125 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $841.35 | $0.00 | $11,778.90 | |
0126 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,583.000 | 2,583.000 | 2,583.000 | $3.73 | $0.00 | $9,634.59 | |
0127 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 303.000 | 303.000 | 312.000 | $718.88 | $0.00 | $224,290.56 | |
0128 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 38.000 | 38.000 | 38.000 | $5.33 | $0.00 | $202.54 | |
0129 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.400 | $266.25 | $0.00 | $106.50 | |
0130 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,049.03 | $0.00 | $16,784.48 | |
0131 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,049.03 | $0.00 | $16,784.48 | |
0132 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,300.000 | 2,300.000 | 2,264.260 | $44.73 | $0.00 | $101,280.35 | |
0133 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 492.000 | 492.000 | 329.970 | $34.08 | $0.00 | $11,245.38 | |
0134 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $22.37 | $0.00 | $1,879.08 | |
0135 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 60.000 | $22.37 | $0.00 | $1,342.20 | |
0136 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $106,500.00 | $0.00 | $106,500.00 | |
Subtotals For Category 0204/BRIDGE "E" | $0.00 | $1,587,874.52 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0205/BRIDGE "F" | ||||||||
0137 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 224.000 | 224.000 | 224.000 | $15.98 | $0.00 | $3,579.52 | |
0138 | CLSM BACKFILL | 501(G) 6309 | CY | 178.400 | 178.400 | 178.400 | $149.10 | $0.00 | $26,599.44 | |
0139 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,594.800 | 1,594.800 | 1,594.800 | $218.33 | $0.00 | $348,192.68 | |
0140 | APPROACH SLAB | 504(A) 1304 | SY | 273.400 | 273.400 | 273.400 | $146.97 | $0.00 | $40,181.60 | |
0141 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $284.36 | $0.00 | $23,886.24 | |
0142 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 922.800 | 922.800 | 922.800 | $66.03 | $0.00 | $60,932.48 | |
0143 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,920.000 | 1,920.000 | 1,920.000 | $2.66 | $0.00 | $5,107.20 | |
0144 | CLASS AA CONCRETE | 509(A) 1326 | CY | 455.800 | 455.800 | 455.800 | $532.50 | $0.00 | $242,713.50 | |
0145 | CLASS A CONCRETE | 509(B) 1328 | CY | 297.600 | 297.600 | 297.600 | $527.18 | $0.00 | $156,888.77 | |
0146 | REINFORCING STEEL | 511(A) 1332 | LB | 2,810.000 | 2,810.000 | 2,810.000 | $1.17 | $0.00 | $3,287.70 | |
0147 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 141,290.000 | 141,290.000 | 141,290.000 | $1.07 | $0.00 | $151,180.30 | |
0148 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 796.500 | 796.500 | 796.500 | $42.60 | $0.00 | $33,930.90 | |
0149 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 796.500 | 796.500 | 695.010 | $15.98 | $0.00 | $11,106.25 | |
0150 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 14.000 | 14.000 | 14.000 | $841.35 | $0.00 | $11,778.90 | |
0151 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,583.000 | 2,583.000 | 2,583.000 | $3.73 | $0.00 | $9,634.59 | |
0152 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 285.000 | 285.000 | 285.000 | $734.85 | $0.00 | $209,432.25 | |
0153 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 38.000 | 38.000 | 38.000 | $5.33 | $0.00 | $202.54 | |
0154 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.400 | $266.25 | $0.00 | $106.50 | |
0155 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,102.28 | $0.00 | $17,636.48 | |
0156 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $1,054.35 | $0.00 | $16,869.60 | |
0157 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0158 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 60.000 | 60.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0159 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $106,500.00 | $0.00 | $106,500.00 | |
Subtotals For Category 0205/BRIDGE "F" | $0.00 | $1,479,747.44 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0300/TRAFFIC | ||||||||
0160 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 32,400.000 | 32,400.000 | 27,752.000 | $1.91 | $0.00 | $53,006.32 | |
0161 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 32,400.000 | 32,400.000 | 22,179.600 | $8.30 | $0.00 | $184,090.68 | |
0162 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 444,000.000 | 444,000.000 | 258,051.000 | $0.16 | $0.00 | $41,288.16 | |
0163 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 100,000.000 | 100,000.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
0164 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 100,000.000 | 100,000.000 | 3,088.000 | $0.37 | $0.00 | $1,142.56 | |
0165 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 310,000.000 | 310,000.000 | 160,675.000 | $0.11 | $0.00 | $17,674.25 | |
0166 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 510.000 | 510.000 | 327.000 | $5.33 | $0.00 | $1,742.91 | |
0167 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 300,000.000 | 300,000.000 | 65,920.000 | $0.21 | $0.00 | $13,843.20 | |
0168 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,020.000 | 1,020.000 | 1,433.000 | $10.65 | $0.00 | $15,261.45 | |
0169 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 54,120.000 | 54,120.000 | 837.000 | 112,054.000 | $0.05 | $41.85 | $5,602.70 |
0170 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 47,880.000 | 47,880.000 | 682.000 | 81,973.000 | $0.80 | $545.60 | $65,578.40 |
0171 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 21,120.000 | 21,120.000 | 868.000 | 65,642.000 | $2.13 | $1,848.84 | $139,817.46 |
0172 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 1,980.000 | 1,980.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0173 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 38,520.000 | 38,520.000 | 186.000 | 41,586.000 | $0.27 | $50.22 | $11,228.22 |
0174 | WING BARRICADES | 880(C) 8848 | SD | 2,040.000 | 2,040.000 | 186.000 | 3,670.000 | $1.07 | $199.02 | $3,926.90 |
0175 | VERTICAL PANELS | 880(D) 8854 | SD | 129,870.000 | 129,870.000 | 83,290.000 | $0.16 | $0.00 | $13,326.40 | |
0176 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 92,580.000 | 92,580.000 | 682.000 | 108,814.000 | $0.11 | $75.02 | $11,969.54 |
0177 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 520,590.000 | 520,590.000 | 760.000 | 253,994.000 | $0.03 | $22.80 | $7,619.82 |
0178 | DRUMS | 880(F) 8878 | SD | 390,720.000 | 390,720.000 | 760.000 | 268,562.000 | $0.11 | $83.60 | $29,541.82 |
0179 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,020.000 | 1,020.000 | 1,066.000 | $26.63 | $0.00 | $28,387.58 | |
Subtotals For Category 0300/TRAFFIC | $2,866.95 | $645,048.37 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0301/SIGNING AND STRIPING | ||||||||
0180 | (PL)BRIDGE-GUARD RAIL CONNECTION-TYPE B | 623(I) 8680 | EA | 4.000 | 4.000 | 4.000 | $1,065.00 | $0.00 | $4,260.00 | |
0181 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 118.000 | 118.000 | 121.000 | $19.17 | $0.00 | $2,319.57 | |
0182 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 117,450.000 | 117,450.000 | 126,183.000 | $0.45 | $0.00 | $56,782.35 | |
0183 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 34,690.000 | 34,690.000 | 28,704.000 | $0.61 | $0.00 | $17,509.44 | |
0184 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 21,350.000 | 21,350.000 | 13,532.000 | $0.77 | $0.00 | $10,419.64 | |
0185 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 20.000 | 20.000 | 41.000 | $213.00 | $0.00 | $8,733.00 | |
0186 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 10.000 | 10.000 | 19.000 | $1,597.50 | $0.00 | $30,352.50 | |
Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $130,376.50 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0302/TRAFFIC ADD ALT | ||||||||
0187 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 3,950.000 | 3,950.000 | 8,558.000 | $1.91 | $0.00 | $16,345.78 | |
0188 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,950.000 | 3,950.000 | 6,580.800 | $8.30 | $0.00 | $54,620.64 | |
0189 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 52,000.000 | 52,000.000 | 60,558.000 | $0.16 | $0.00 | $9,689.28 | |
0190 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 37,000.000 | 37,000.000 | 45,104.000 | $0.11 | $0.00 | $4,961.44 | |
0191 | VERTICAL PANELS | 880(D) 8854 | SD | 4,680.000 | 4,680.000 | 5,993.000 | $0.16 | $0.00 | $958.88 | |
0192 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 33,480.000 | 33,480.000 | 620.000 | 46,297.000 | $0.03 | $18.60 | $1,388.91 |
0193 | DRUMS | 880(F) 8878 | SD | 28,800.000 | 28,800.000 | 620.000 | 48,820.000 | $0.11 | $68.20 | $5,370.20 |
Subtotals For Category 0302/TRAFFIC ADD ALT | $86.80 | $93,335.13 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0303/SIGNING & STRIPING ADD ALT | ||||||||
0194 | (PL)BRIDGE-GUARD RAIL CONNECTION-TYPE B | 623(I) 8680 | EA | 2.000 | 2.000 | 2.000 | $1,065.00 | $0.00 | $2,130.00 | |
0195 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 29,750.000 | 29,750.000 | 38,437.000 | $0.45 | $0.00 | $17,296.65 | |
0196 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 7,934.000 | 7,934.000 | 10,776.000 | $0.61 | $0.00 | $6,573.36 | |
0197 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 3,050.000 | 3,050.000 | 5,116.000 | $0.80 | $0.00 | $4,092.80 | |
Subtotals For Category 0303/SIGNING & STRIPING ADD ALT | $0.00 | $30,092.81 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0600/STAKING | ||||||||
0198 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $168,906.00 | $0.00 | $160,460.70 | |
Subtotals For Category 0600/STAKING | $0.00 | $160,460.70 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0640/CONSTRUCTION | ||||||||
0199 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $5,800.00 | $0.00 | $4,350.00 | |
0200 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $18,904.00 | $0.00 | $18,904.00 | |
0201 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.980 | $1,051,151.00 | $0.00 | $1,030,127.98 | |
0202 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $187,554.00 | $0.00 | $140,665.50 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,194,047.48 | ||||||||
Fed/State Project Number: IM-STIM(001) | Project: 20900(05) | Category: 0850/Non ARRA Funding | ||||||||
8000 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 0.000 | 14.000 | 12.000 | $913.70 | $0.00 | $10,964.40 | |
8001 | REMOVAL OF EXISTING RIPRAP | 619(B) 6364 | LSUM | 0.000 | 1.000 | 1.000 | $66,568.73 | $0.00 | $66,568.73 | |
8002 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 0.000 | 1,625.000 | 1,625.000 | $151.91 | $0.00 | $246,853.75 | |
8003 | (PL)TRAFFIC ITEMS(LIGHTING) | 890 7708 | LSUM | 0.000 | 1.000 | 1.000 | $35,736.55 | $0.00 | $35,736.56 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $360,123.44 | ||||||||
Subtotals For Project IM-STIM(001) /20900(05) | $93,238.42 | $32,190,013.77 |