Contract ID: | 100042 | Estimate Number: | 0059 | Contract No: | 510994 | |||
Residency: | TETRA TECH (03002) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | TCSP-0H68(007)TC, STP-STIM(504)HP | ||||||||||||
Primary Job Piece No: | 22670(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE CITY STREET (ROBINSON STREET): DRAINAGE AND PUMP STATION AT THE B.N.S.F. RAILROAD CROSSING IN THE CITY OF NORMAN. PROJECT LENGTH = 0.333 MILES. | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 02/18/2010 | NTP Effective Date: | 08/02/2010 | Pay Period: | 01/16/2013 TO 01/15/2014 |
Date Awarded: | 03/01/2010 | Date Work Began: | 06/14/2010 | Original Contract Time: | 465 |
Date Contract Executed: | 03/09/2010 | Date Time Stopped: | Current Time Charged: | 1297.00 | |
Date NTP Issued: | 03/31/2010 | Completion Date: | Current Time Allowed: | 1107.00 | |
General Liability Expires: | 10/01/2014 | Workman's Comp Expires: | 10/01/2014 | Percent Time Used: | 117.16 % |
Specification Year: | 1999 | Date Approved: | 01/21/2014 | ||
Bid Amount: | $12,207,431.48 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $14,245,941.80 | Participating: | $13,535,210.20 | $13,477,956.08 | $57,254.12 | ||
Percent Complete: | 96.52 % | Non Participating: | $27,931.07 | $27,931.07 | $0.00 | ||
Unearned Balance: | $496,200.16 | Total Earnings: | $14,079,705.65 | $14,022,451.53 | $57,254.12 | ||
Stockpiled Materials: | $3,622.96 | $4,264.84 | $-641.88 | ||||
Gross Earnings: | $14,083,328.61 | $14,026,716.37 | $56,612.24 | ||||
Other Adjustments: | $46,413.03 | $46,413.03 | $0.00 | ||||
Liq Dam/Disincentive: | $-380,000.00 | $-412,000.00 | $32,000.00 | ||||
TOTAL: | $13,749,741.64 | $13,661,129.40 | $88,612.24 |
Contract ID: | 100042 | Estimate Number: | 0059 | Primary JP: | 22670(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Order # 1 | Approved | 01/04/2011 | 0.0 | $93,826.34 |
002 | Shoring South of Robinson Detour | Approved | 02/08/2011 | 17.0 | $207,297.99 |
003 | Shoring for 36" Class V RCP | Approved | 02/08/2011 | 5.0 | $75,945.77 |
004 | Reworking Sub Ballast & Accelerated Schedule for Flood Ave. | Approved | 06/03/2011 | 0.0 | $28,018.85 |
005 | Overrun of existing items | Approved | 04/02/2012 | 111.0 | $424,606.49 |
006 | Ballast, Str Excavation, Mast Arm Mounted Signs | Approved | 07/02/2012 | 2.0 | $13,723.79 |
007 | Railroad Flagging Overrun | Approved | 05/08/2012 | 0.0 | $766,200.00 |
008 | Slope Protection/Shoring/Handrail/Sawing Pavement | Approved | 07/02/2012 | 6.0 | $17,630.79 |
009 | Various New Items, revise class AA plan quantity, standby | Approved | 01/08/2013 | 3.0 | $71,760.30 |
010 | Overrun of 10" PCC Paving | Approved | 01/08/2013 | 0.0 | $339,500.00 |
012 | Additional Items of Work | Pending | 0 | 1.0 | $82,287.02 |
013 | Claim Settlement | Pending | 0 | 107.0 | $386,111.26 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
22670(04) | 0002 | Pump Station Crane | Stockpiled Material Adjustment | 0057 | $-711.73 |
22670(04) | 0002 | Pump Station Crane | Stockpiled Material Adjustment | 0036 | $-474.49 |
22670(04) | 0002 | Pump Station Crane | Stockpiled Material Adjustment | 0034 | $-1,186.22 |
22670(04) | 0002 | Pump Station Crane | Stockpiled Material Adjustment | 0032 | $-21,351.93 |
22670(04) | 0002 | Pump Station Crane | Stockpiled Material Initial Payment | 0029 | $23,724.37 |
22670(04) | 0002 | Pump Station Electric Chain Hoist | Stockpiled Material Initial Payment | 0029 | $5,509.00 |
22670(04) | 0002 | Pump Station Electric Chain Hoist | Stockpiled Material Adjustment | 0057 | $-165.27 |
22670(04) | 0002 | Pump Station Electric Chain Hoist | Stockpiled Material Adjustment | 0036 | $-110.18 |
22670(04) | 0002 | Pump Station Electric Chain Hoist | Stockpiled Material Adjustment | 0034 | $-275.45 |
22670(04) | 0002 | Pump Station Electric Chain Hoist | Stockpiled Material Adjustment | 0032 | $-4,958.10 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Adjustment | 0022 | $-18,402.50 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Initial Payment | 0017 | $184,025.00 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Adjustment | 0021 | $-147,220.00 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Adjustment | 0057 | $-5,520.75 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Adjustment | 0036 | $-12,881.75 |
22670(04) | 0003 | Natural Gas Generator | Stockpiled Material Closure | 0024 | $-31,200.30 |
22670(04) | 0003 | Natural Gas Generator | Stockpiled Material Adjustment | 0022 | $-3,466.70 |
22670(04) | 0003 | Natural Gas Generator | Stockpiled Material Initial Payment | 0022 | $34,667.00 |
22670(04) | 0004 | Stockpiled Material Closure | 0024 | $-34,667.00 | |
22670(04) | 0004 | Stockpiled Material Adjustment | 0021 | $34,667.00 | |
22670(05) | 0091 | Reinforcing Steel for Approach Slabs | Stockpiled Material Adjustment | 0036 | $-1,604.59 |
22670(05) | 0091 | Reinforcing Steel for Approach Slabs | Stockpiled Material Adjustment | 0037 | $-4,361.81 |
22670(05) | 0091 | Reinforcing Steel for Approach Slabs | Stockpiled Material Initial Payment | 0033 | $5,966.40 |
22670(05) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0032 | $-548,023.73 |
22670(05) | 0093 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0012 | $548,023.73 |
22670(05) | 0094 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0041 | $-18,372.01 |
22670(05) | 0094 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0008 | $18,372.01 |
22670(05) | 0097 | Rebar for Abutment 1 | Stockpiled Material Adjustment | 0029 | $-10,455.64 |
22670(05) | 0097 | Rebar for Abutment 1 | Stockpiled Material Initial Payment | 0026 | $17,067.32 |
22670(05) | 0097 | Rebar for Abutment 1 | Stockpiled Material Adjustment | 0028 | $-6,611.68 |
22670(05) | 0097 | Re-bar for Abutment #2 | Stockpiled Material Initial Payment | 0026 | $17,193.65 |
22670(05) | 0097 | Re-bar for Abutment #2 | Stockpiled Material Adjustment | 0029 | $-10,581.97 |
22670(05) | 0097 | Re-bar for Abutment #2 | Stockpiled Material Adjustment | 0028 | $-6,611.68 |
22670(05) | 0097 | Re bar for Abutment 1 | Stockpiled Material Adjustment | 0028 | $-6,611.68 |
22670(05) | 0097 | Re bar for Abutment 1 | Stockpiled Material Adjustment | 0029 | $-9,940.97 |
22670(05) | 0097 | Re bar for Abutment 1 | Stockpiled Material Initial Payment | 0026 | $16,552.65 |
22670(05) | 0097 | Re bar for pier | Stockpiled Material Adjustment | 0029 | $-5,589.27 |
22670(05) | 0097 | Re bar for pier | Stockpiled Material Adjustment | 0028 | $-6,611.68 |
22670(05) | 0097 | Re bar for pier | Stockpiled Material Initial Payment | 0026 | $12,200.95 |
22670(05) | 0097 | Reinforcing Steel (Roadway) | Stockpiled Material Initial Payment | 0032 | $18,638.24 |
22670(05) | 0097 | Reinforcing Steel (Roadway) | Stockpiled Material Adjustment | 0034 | $-6,322.34 |
22670(05) | 0097 | Reinforcing Steel (Roadway) | Stockpiled Material Adjustment | 0033 | $-12,315.90 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0033 | $-12,315.90 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $20,367.67 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-8,051.77 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $13,894.53 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-1,578.63 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0033 | $-12,315.90 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $12,222.56 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0033 | $-12,222.56 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-3,219.23 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $15,535.12 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0033 | $-12,315.89 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $15,191.60 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-2,875.71 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0033 | $-12,315.89 |
22670(05) | 0099 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0032 | $-16,133.80 |
22670(05) | 0099 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0012 | $16,133.80 |
22670(05) | 0104 | Stockpiled Material Adjustment | 0036 | $-6,150.09 | |
22670(05) | 0104 | Stockpiled Material Adjustment | 0039 | $-1,757.17 | |
22670(05) | 0104 | Stockpiled Material Initial Payment | 0010 | $11,252.80 | |
22670(05) | 0104 | Stockpiled Material Adjustment | 0038 | $-878.58 | |
22670(05) | 0117 | 40' MHP 40' TS & 12' LMA | Stockpiled Material Adjustment | 0046 | $-11,721.00 |
22670(05) | 0117 | 40' MHP 40' TS & 12' LMA | Stockpiled Material Initial Payment | 0006 | $11,721.00 |
22670(05) | 0118 | 40' MHP, 50'TS, 12'LMA | Stockpiled Material Initial Payment | 0006 | $14,691.00 |
22670(05) | 0118 | 40' MHP, 50'TS, 12'LMA | Stockpiled Material Adjustment | 0046 | $-14,691.00 |
22670(05) | 0119 | 40' MHP 55' TS & 12' LMA | Stockpiled Material Adjustment | 0046 | $-6,107.01 |
22670(05) | 0119 | 40' MHP 55' TS & 12' LMA | Stockpiled Material Initial Payment | 0006 | $6,107.01 |
22670(05) | 0121 | 40' MTG & 12' HLMA | Stockpiled Material Adjustment | 0046 | $-10,726.10 |
22670(05) | 0121 | 40' MTG & 12' HLMA | Stockpiled Material Initial Payment | 0006 | $10,726.10 |
22670(05) | 0131 | Fiber Optic Cable, 144, SMF-28 | Stockpiled Material Initial Payment | 0025 | $641.88 |
22670(05) | 0131 | Fiber Optic Cable, 144, SMF-28 | Stockpiled Material Adjustment | 0059 | $-641.88 |
22670(05) | 0132 | Veh Act Sol St Traf Sig Con Asm | Stockpiled Material Adjustment | 0056 | $-20,795.00 |
22670(05) | 0132 | Veh Act Sol St Traf Sig Con Asm | Stockpiled Material Initial Payment | 0025 | $41,590.00 |
22670(05) | 0132 | Veh Act Sol St Traf Sig Con Asm | Stockpiled Material Adjustment | 0047 | $-20,795.00 |
22670(05) | 0132 | Battery Backup | Stockpiled Material Initial Payment | 0032 | $9,600.00 |
22670(05) | 0132 | Battery Backup | Stockpiled Material Adjustment | 0047 | $-4,800.00 |
22670(05) | 0132 | Battery Backup | Stockpiled Material Adjustment | 0056 | $-4,800.00 |
22670(05) | 0133 | Detection System (Video) | Stockpiled Material Adjustment | 0056 | $-21,729.50 |
22670(05) | 0133 | Detection System (Video) | Stockpiled Material Initial Payment | 0025 | $43,459.00 |
22670(05) | 0133 | Detection System (Video) | Stockpiled Material Adjustment | 0047 | $-21,729.50 |
22670(05) | 0134 | PED PUSH BUTTONS | Stockpiled Material Adjustment | 0056 | $-258.75 |
22670(05) | 0134 | PED PUSH BUTTONS | Stockpiled Material Initial Payment | 0030 | $776.25 |
22670(05) | 0134 | PED PUSH BUTTONS | Stockpiled Material Adjustment | 0047 | $-517.50 |
22670(05) | 0135 | 1WAY3SECADJSIG HED S6 | Stockpiled Material Adjustment | 0046 | $-3,336.00 |
22670(05) | 0135 | 1WAY3SECADJSIG HED S6 | Stockpiled Material Initial Payment | 0032 | $3,336.00 |
22670(05) | 0136 | 1WAY3SECADJSIGHD S-9 | Stockpiled Material Adjustment | 0046 | $-2,470.00 |
22670(05) | 0136 | 1WAY3SECADJSIGHD S-9 | Stockpiled Material Initial Payment | 0032 | $2,470.00 |
22670(05) | 0137 | 1WAY5SECADJSIGHD S-17 | Stockpiled Material Initial Payment | 0032 | $1,347.00 |
22670(05) | 0137 | 1WAY5SECADJSIGHD S-17 | Stockpiled Material Adjustment | 0046 | $-1,347.00 |
22670(05) | 0138 | 1WAY2SECADJ PEDSIGHD S-20 | Stockpiled Material Initial Payment | 0032 | $3,468.00 |
22670(05) | 0138 | 1WAY2SECADJ PEDSIGHD S-20 | Stockpiled Material Adjustment | 0047 | $-2,312.00 |
22670(05) | 0139 | Backplate | Stockpiled Material Adjustment | 0046 | $-1,753.96 |
22670(05) | 0139 | Backplate | Stockpiled Material Initial Payment | 0032 | $1,753.96 |
22670(05) | 0142 | EPS OPTICAL EMITTER | Stockpiled Material Initial Payment | 0030 | $4,477.50 |
22670(05) | 0142 | EPS OPTICAL EMITTER | Stockpiled Material Adjustment | 0046 | $-4,477.50 |
22670(05) | 0143 | EPS OPTICAL DETECTOR | Stockpiled Material Initial Payment | 0030 | $2,107.91 |
22670(05) | 0143 | EPS OPTICAL DETECTOR | Stockpiled Material Adjustment | 0056 | $-903.39 |
22670(05) | 0143 | EPS OPTICAL DETECTOR | Stockpiled Material Adjustment | 0047 | $-1,204.52 |
22670(05) | 0144 | EPS OPTICAL CABLE | Stockpiled Material Initial Payment | 0030 | $527.00 |
22670(05) | 0144 | EPS OPTICAL CABLE | Stockpiled Material Adjustment | 0056 | $-232.50 |
22670(05) | 0144 | EPS OPTICAL CABLE | Stockpiled Material Adjustment | 0047 | $-294.50 | Subtotals For Stockpile Payments | $3,622.96 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0035 | --13 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0036 | --9.0 | $2,000.00 | $-18,000.00 |
System Application of Liquidated Damages | 0037 | --16 | $2,000.00 | $-32,000.00 |
System Application of Liquidated Damages | 0038 | --2.0 | $2,000.00 | $-4,000.00 |
System Application of Liquidated Damages | 0039 | --16 | $2,000.00 | $-32,000.00 |
System Application of Liquidated Damages | 0040 | --3.0 | $2,000.00 | $-6,000.00 |
System Application of Liquidated Damages | 0041 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0042 | --7.0 | $2,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0043 | -80.0 | $2,000.00 | $160,000.00 |
System Application of Liquidated Damages | 0045 | -0.0 | $2,000.00 | $0.00 |
System Application of Liquidated Damages | 0046 | --51 | $2,000.00 | $-102,000.00 |
System Application of Liquidated Damages | 0047 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0048 | --16 | $2,000.00 | $-32,000.00 |
System Application of Liquidated Damages | 0049 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0050 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0051 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0052 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0053 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0054 | --16 | $2,000.00 | $-32,000.00 |
System Application of Liquidated Damages | 0055 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0056 | --8.0 | $2,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0057 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0058 | -1.0 | $2,000.00 | $2,000.00 |
System Application of Liquidated Damages | 0059 | -16.0 | $2,000.00 | $32,000.00 | Subtotals For Liquidated Damages | $-380,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0036 | $44,000.00 |
LD Adjustment (Prog. Est. Only) | 0037 | $32,000.00 |
LD Adjustment (Prog. Est. Only) | 0038 | $4,000.00 |
LD Adjustment (Prog. Est. Only) | 0039 | $32,000.00 |
LD Adjustment (Prog. Est. Only) | 0040 | $6,000.00 |
LD Adjustment (Prog. Est. Only) | 0041 | $28,000.00 |
LD Adjustment (Prog. Est. Only) | 0042 | $14,000.00 |
LD Adjustment (Prog. Est. Only) | 0043 | $-160,000.00 |
LD Adjustment (Prog. Est. Only) | 0057 | $28,000.00 |
LD Adjustment (Prog. Est. Only) | 0058 | $-2,000.00 | Subtotals For Contract Adjustments | $26,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
22670(05) | 0014 | OPEN GRADED BITUMINOUS BASE | Asphalt Binder Adjustment | 0019 | 853.29 | $0.50 | $432.52 |
22670(05) | 0014 | OPEN GRADED BITUMINOUS BASE | Asphalt Binder Adjustment | 0044 | 2,602.87 | $3.56 | $9,290.63 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $168.75 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $86.50 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $11,574.45 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $1,060.87 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 1,573.87 | $0.85 | $1,340.23 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 125.04 | $1.79 | $224.64 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 50.23 | $3.05 | $153.53 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0039 | 33.42 | $4.84 | $161.81 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 1,158.67 | $5.99 | $6,948.02 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0055 | 602.52 | $5.26 | $3,170.19 |
22670(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0057 | 32.31 | $5.26 | $170.00 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $4,785.42 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $24.93 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 0.00 | $0.00 | $36.17 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $405.73 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 121.46 | $3.49 | $424.28 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 16.21 | $6.61 | $107.20 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0055 | 217.65 | $6.01 | $1,308.77 |
22670(05) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0056 | 102.59 | $6.01 | $616.89 |
22670(05) | 0080 | FENCE-STYLE CLF (4'HIGH, CLASS A) | * SUBSTANDARD ITEM | 0058 | -739.50 | $23.00 | $-17,008.50 |
22670(05) | 0081 | FENCE-STYLE CLF (8'HIGH, CLASS A) | * SUBSTANDARD ITEM | 0058 | -169.00 | $30.00 | $-5,070.00 | Subtotals For Line Item Adjustments | $20,413.03 | * = 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: | 100042 | Estimate Number: | 0059 | Primary JP: | 22670(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: TCSP-0H68(007)TC | Project: 22670(04) | Category: 0100/ROADWAY TCSP-OH68(007)TC | ||||||||
0001 | PUMP STATION BUILDING | 648 0100 | LSUM | 1.000 | 1.000 | 1.000 | $245,000.00 | $0.00 | $245,000.00 | |
0002 | PUMP STATION CRANE | 648 0150 | EA | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
0003 | PUMP STATION EQUIPMENT | 648 0200 | LSUM | 1.000 | 1.000 | 1.000 | $375,000.00 | $0.00 | $375,000.00 | |
0004 | PUMP STATION NATURAL GAS GENERATOR | 648 0250 | LSUM | 1.000 | 1.000 | 1.000 | $57,500.00 | $0.00 | $57,500.00 | |
0005 | PUMP STATION NATURAL WET WELL | 648 0300 | LSUM | 1.000 | 1.000 | 1.000 | $600,000.00 | $0.00 | $600,000.00 | |
Subtotals For Category 0100/ROADWAY TCSP-OH68(007)TC | $0.00 | $1,322,500.00 | ||||||||
Fed/State Project Number: TCSP-0H68(007)TC | Project: 22670(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
Subtotals For Project TCSP-0H68(007)TC /22670(04) | $0.00 | $1,322,500.00 |
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: STP-STIM(504)HP | Project: 22670(05) | Category: 0100/ROADWAY STP-STIM(504)HP | ||||||||
0001 | RAILROAD FLAGGING | 104 0950 | DAY | 204.000 | 624.000 | 649.000 | $2,000.00 | $0.00 | $1,298,000.00 | |
0002 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 151,432.877 | 151,432.877 | 155,317.730 | $3.75 | $0.00 | $582,441.52 | |
0004 | EMBANKMENTS | 202(E) 0110 | CY | 20,871.189 | 20,871.189 | 19,631.980 | $4.00 | $0.00 | $78,527.92 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $37,500.00 | $0.00 | $37,500.00 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 8,235.000 | 8,235.000 | 3,455.500 | $2.75 | $0.00 | $9,502.63 | |
0007 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 1.000 | 1.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 8,906.149 | 8,906.149 | 2,480.480 | 50,416.510 | $2.60 | $6,449.25 | $131,082.93 |
0009 | SEEDING METHOD A | 232(A) 2813 | AC | 14.185 | 14.185 | 0.000 | $450.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 24.050 | 24.050 | 0.000 | $450.00 | $0.00 | $0.00 | |
0011 | (PL)ROCK FILTER DAM, TYPE 2 | 235(B) 0101 | CY | 26.358 | 34.878 | 55.990 | $75.00 | $0.00 | $4,199.25 | |
0012 | MOWING | 241 2832 | AC | 13.661 | 13.661 | 39.600 | $105.00 | $0.00 | $4,158.00 | |
0013 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 52.000 | 52.000 | 31.000 | $90.00 | $0.00 | $2,790.00 | |
0014 | OPEN GRADED BITUMINOUS BASE | 319 5190 | TON | 4,882.703 | 4,882.703 | 3,456.160 | $52.75 | $0.00 | $182,312.44 | |
0015 | SEPARATOR FABRIC | 325 5271 | SY | 22,359.644 | 22,359.644 | 8.780 | 20,401.290 | $1.35 | $11.85 | $27,541.74 |
0016 | (SP)LIME | 327(D) 4230 | TON | 1,436.724 | 1,436.724 | 1,605.480 | $157.50 | $0.00 | $252,863.12 | |
0017 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 43,302.833 | 43,302.833 | 44,720.340 | $2.40 | $0.00 | $107,328.82 | |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 50.000 | 200.000 | 296.090 | $50.00 | $0.00 | $14,804.50 | |
0019 | TACK COAT | 407 0250 | GAL | 21.381 | 21.381 | 0.000 | 2,366.680 | $8.50 | $0.00 | $20,116.78 |
0020 | PRIME COAT | 408 5774 | GAL | 6,495.425 | 6,495.425 | 2,349.760 | $4.25 | $0.00 | $9,986.48 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 6,910.036 | 7,737.036 | 9,564.080 | $52.75 | $0.00 | $504,505.21 | |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,725.674 | 2,285.674 | 2,605.150 | $65.00 | $0.00 | $169,334.75 | |
0023 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 1,884.067 | 1,884.067 | 1,848.820 | $48.50 | $0.00 | $89,667.78 | |
0024 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5754 | SY | 3,475.222 | 3,475.222 | 1,853.460 | $47.50 | $0.00 | $88,039.36 | |
0025 | 10" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5755 | SY | 13,963.333 | 20,963.333 | 19,972.130 | $48.50 | $0.00 | $968,648.33 | |
0026 | 8" H.E.S. DOWEL JOINTED CONCRETE PAVEMENT | 414(B1) 5757 | SY | 150.000 | 150.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0027 | 9" H.E.S. DOWEL JOINTED CONCRETE PAVEMENT | 414(B1) 5758 | SY | 150.000 | 150.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0028 | 10" H.E.S. DOWEL JOINTED CONCRETE PAVEMENT | 414(B1) 5759 | SY | 300.000 | 300.000 | 214.180 | $75.00 | $0.00 | $16,063.50 | |
0029 | COLD MILLING PAVEMENT | 417 5267 | SY | 427.611 | 680.611 | 423.890 | 1,103.920 | $10.00 | $4,238.90 | $11,039.20 |
0030 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 10.000 | 30.300 | 30.300 | $1,100.00 | $0.00 | $33,330.00 | |
0031 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 50.000 | 20.540 | $240.00 | $0.00 | $4,929.60 | |
0032 | (PL)SUB-BALLAST TYPE B | 550 6509 | CY | 1,792.000 | 4,600.000 | 4,792.140 | $55.00 | $0.00 | $263,567.70 | |
0033 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 1,424.700 | 1,424.700 | 1,473.230 | $4.50 | $0.00 | $6,629.54 | |
0034 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 10,112.000 | 10,112.000 | 1,981.610 | 10,039.510 | $4.50 | $8,917.25 | $45,177.82 |
0035 | (PL)CONCRETE PAVING UNIT | 610 4015 | SY | 652.711 | 652.711 | 1,077.440 | $95.00 | $0.00 | $102,356.80 | |
0036 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 5,206.000 | 5,206.000 | 5,603.620 | $36.25 | $0.00 | $203,131.24 | |
0037 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,134.452 | 1,134.452 | 1.000 | 1,369.030 | $69.25 | $69.25 | $94,805.34 |
0038 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 428.200 | 428.200 | 212.660 | $16.00 | $0.00 | $3,402.56 | |
0039 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 | |
0040 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 | |
0041 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 3.000 | 3.000 | 5.000 | $3,000.00 | $0.00 | $15,000.00 | |
0042 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 1.880 | 1.880 | 0.500 | $125.00 | $0.00 | $62.50 | |
0043 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 4.740 | 4.740 | 1.170 | $225.00 | $0.00 | $263.25 | |
0044 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 4.320 | 4.320 | 4.670 | $325.00 | $0.00 | $1,517.75 | |
0045 | INLET CICI DES. 1 (STD) | 611(E) 5100 | EA | 25.000 | 25.000 | 25.000 | $750.00 | $0.00 | $18,750.00 | |
0046 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 13.000 | 13.000 | 13.000 | $1,300.00 | $0.00 | $16,900.00 | |
0047 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 3.000 | 3.000 | 3.000 | $2,100.00 | $0.00 | $6,300.00 | |
0048 | INLET CDI RCB DES. 1 | 611(E) 5387 | EA | 1.000 | 1.000 | 0.000 | $4,250.00 | $0.00 | $0.00 | |
0049 | INLET CICI DES. 1 (ADD'L DEPTH) | 611(F) 5320 | VF | 66.620 | 66.620 | 40.330 | $115.00 | $0.00 | $4,637.95 | |
0050 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 39.390 | 39.390 | 29.130 | $225.00 | $0.00 | $6,554.25 | |
0051 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 1.300 | 1.300 | 4.660 | $325.00 | $0.00 | $1,514.50 | |
0052 | INLET CDI RCB DES. 1,(ADD'L DEPTH) | 611(F) 5536 | VF | 4.393 | 4.393 | 0.000 | $325.00 | $0.00 | $0.00 | |
0053 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 63.000 | 63.000 | 63.000 | $425.00 | $0.00 | $26,775.00 | |
0054 | JUNCTION BOXES | 611(J) 0487 | CF | 622.200 | 622.200 | 558.900 | $42.25 | $0.00 | $23,613.53 | |
0055 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 63.000 | 63.000 | 63.000 | $260.00 | $0.00 | $16,380.00 | |
0056 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,680.000 | 2,680.000 | 2,691.000 | $37.75 | $0.00 | $101,585.25 | |
0057 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,147.000 | 1,147.000 | 1,032.750 | $46.00 | $0.00 | $47,506.50 | |
0058 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 185.000 | 185.000 | 134.000 | $56.00 | $0.00 | $7,504.00 | |
0059 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,507.000 | 1,507.000 | 1,611.000 | $70.00 | $0.00 | $112,770.00 | |
0060 | 24" R.C.PIPE CLASS V | 613(B) 0595 | LF | 91.000 | 91.000 | 120.000 | $57.00 | $0.00 | $6,840.00 | |
0061 | 36" R.C.PIPE CLASS V | 613(B) 0597 | LF | 274.000 | 326.000 | 326.000 | $81.00 | $0.00 | $26,406.00 | |
0062 | SPECIAL END SECTION OF 24" RCP ROUND | 613(C) 4375 | EA | 2.000 | 2.000 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
0063 | SPECIAL END SECTION OF 36" RCP ROUND | 613(C) 4379 | EA | 6.000 | 6.000 | 2.000 | $1,400.00 | $0.00 | $2,800.00 | |
0064 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 5.000 | 5.000 | 0.000 | $225.00 | $0.00 | $0.00 | |
0065 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 91.000 | 91.000 | 208.000 | $37.50 | $0.00 | $7,800.00 | |
0066 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 250.000 | 260.000 | 260.000 | $40.00 | $0.00 | $10,400.00 | |
0067 | 24" GALV. STEEL CULVERT END SECTION ROUND | 613(G) 0761 | EA | 2.000 | 2.000 | 3.000 | $300.00 | $0.00 | $900.00 | |
0068 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 250.000 | 250.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0069 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 250.000 | 250.000 | 0.000 | $8.50 | $0.00 | $0.00 | |
0070 | TRENCH EXCAVATION | 613(S) 1180 | CY | 4,629.331 | 4,913.331 | 5,796.690 | $1.25 | $0.00 | $7,245.88 | |
0071 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 2,555.561 | 2,555.561 | 2,819.620 | $16.00 | $0.00 | $45,113.92 | |
0072 | 3" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5220 | LF | 699.000 | 699.000 | 562.000 | $15.00 | $0.00 | $8,430.00 | |
0073 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
0074 | REMOVAL OF FENCE | 619(B) 4725 | LF | 724.000 | 982.000 | 972.000 | $45.00 | $0.00 | $43,740.00 | |
0075 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 8,800.158 | 8,800.158 | 857.540 | $4.25 | $0.00 | $3,644.55 | |
0076 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 24,127.234 | 24,127.234 | 21,966.030 | $4.00 | $0.00 | $87,864.12 | |
0077 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 22,957.521 | 22,957.521 | 17,013.810 | $2.25 | $0.00 | $38,281.07 | |
0078 | HANDLING OF CONTAMINATED MATERIALS | 620 6200 | CY | 10,000.000 | 17,291.000 | 18,865.360 | $9.00 | $0.00 | $169,788.24 | |
0079 | (PL)WOOD PRIVACY FENCE | 624 5908 | LF | 1,167.800 | 1,167.800 | 1,022.000 | $21.00 | $0.00 | $21,462.00 | |
0080 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(D) 4288 | LF | 568.000 | 568.000 | 739.500 | $23.00 | $0.00 | $17,008.50 | |
0081 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 100.000 | 100.000 | 169.000 | $30.00 | $0.00 | $5,070.00 | |
0082 | GATES-STYLE CLF (4'HIGH X 10'LONG) | 624(E) 5845 | EA | 2.000 | 2.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
0083 | PRECAST CONCRETE MEDIAN BARRIER, TYPE I | 627(A) 4310 | LF | 3,220.466 | 3,220.466 | 0.000 | $5.00 | $0.00 | $0.00 | |
0084 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 6,116.071 | 6,116.071 | 3,720.000 | $13.70 | $0.00 | $50,964.00 | |
0085 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 174.340 | 174.340 | 92.000 | $24.25 | $0.00 | $2,231.00 | |
0086 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 2.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
8016 | RAILROAD FLAGGING | 104 0950 | DAY | 0.000 | 369.000 | 394.000 | $-200.00 | $0.00 | $-78,800.00 | |
Subtotals For Category 0100/ROADWAY STP-STIM(504)HP | $19,686.50 | $6,369,908.62 | ||||||||
Fed/State Project Number: STP-STIM(504)HP | Project: 22670(05) | Category: 0200/BRIDGE 'A' STP-STIM(504)HP | ||||||||
0087 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 2,116.000 | 2,243.600 | 2,243.600 | $22.50 | $0.00 | $50,481.02 | |
0088 | GRANULAR BACKFILL | 501(F) 6352 | CY | 10,064.000 | 10,064.000 | 0.000 | 7,696.520 | $45.00 | $0.00 | $346,343.40 |
0089 | ENGINEERED FALSEWORK | 502(A) 6173 | LSUM | 1.000 | 1.000 | 1.000 | $1,000,000.00 | $0.00 | $1,000,000.00 | |
0090 | PRESTRESSED CONCRETE BEAMS | 503(A) 6123 | LF | 239.000 | 239.000 | 239.000 | $500.00 | $0.00 | $119,500.00 | |
0091 | APPROACH SLAB | 504(A) 1304 | SY | 113.000 | 113.000 | 114.080 | $425.00 | $0.00 | $48,484.00 | |
0092 | HANDRAILING | 504(G) 6006 | LF | 813.600 | 813.600 | 835.320 | $75.00 | $0.00 | $62,649.00 | |
0093 | STRUCTURAL STEEL | 506(A) 1322 | LB | 484,458.000 | 484,458.000 | 484,458.000 | $1.50 | $0.00 | $726,687.00 | |
0094 | STRUCTURAL STEEL A36 | 506(A) 6005 | LB | 2,950.000 | 2,950.000 | 2,950.000 | $27.50 | $0.00 | $81,125.00 | |
0095 | CLASS AA CONCRETE | 509(A) 1326 | CY | 3,586.800 | 3,589.800 | 3,589.790 | $406.50 | $0.00 | $1,459,249.68 | |
0096 | (PL)TEMPORARY RETAINING WALL | 510(A) 6338 | SY | 450.000 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0097 | REINFORCING STEEL | 511(A) 1332 | LB | 390,292.000 | 390,292.000 | 390,292.000 | $0.90 | $0.00 | $351,262.82 | |
0098 | (PL)BRIDGE DECK WATERPROOFING | 535 6126 | SF | 4,085.000 | 4,085.000 | 4,085.000 | $20.00 | $0.00 | $81,700.00 | |
0099 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 24.000 | 24.000 | 24.000 | $1,250.00 | $0.00 | $30,000.00 | |
0100 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 24.000 | 24.000 | 24.000 | $1,250.00 | $0.00 | $30,000.00 | |
0101 | DAMPROOFING | 605 4270 | SY | 428.000 | 428.000 | 428.000 | $25.00 | $0.00 | $10,700.00 | |
0102 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 662.000 | 662.000 | 748.000 | $25.00 | $0.00 | $18,700.00 | |
0103 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 102.000 | 102.000 | 65.000 | $20.00 | $0.00 | $1,300.00 | |
0104 | (PL)24" STEEL CASING | 616(I) 5270 | LF | 203.000 | 203.000 | 203.000 | $125.00 | $0.00 | $25,375.00 | |
Subtotals For Category 0200/BRIDGE 'A' STP-STIM(504)HP | $0.00 | $4,443,556.92 | ||||||||
Fed/State Project Number: STP-STIM(504)HP | Project: 22670(05) | Category: 0300/TRAFFIC STP-STIM(504)HP | ||||||||
0105 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 3,220.466 | 3,220.466 | 295.000 | $5.00 | $0.00 | $1,475.00 | |
0106 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,220.466 | 3,220.466 | 2,752.000 | $20.00 | $0.00 | $55,040.00 | |
0107 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 3,580.000 | 3,580.000 | 3,580.000 | $2.85 | $0.00 | $10,203.00 | |
0108 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 650.000 | 650.000 | 650.000 | $6.35 | $0.00 | $4,127.50 | |
0109 | 4" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8350 | LF | 130.000 | 130.000 | 0.000 | $9.05 | $0.00 | $0.00 | |
0110 | (PL)HDPE CONDUIT TRENCHED | 802(B) 8555 | LF | 5,625.000 | 5,625.000 | 6,618.000 | $3.10 | $0.00 | $20,515.80 | |
0111 | PULL BOX(SIZE I) | 803 8065 | EA | 18.000 | 18.000 | 13.000 | $250.00 | $0.00 | $3,250.00 | |
0112 | PULL BOX(SIZE II) | 803 8066 | EA | 9.000 | 9.000 | 5.000 | $285.00 | $0.00 | $1,425.00 | |
0113 | GROUND BOX (GB36) | 803 8085 | EA | 5.000 | 5.000 | 5.000 | $1,690.00 | $0.00 | $8,450.00 | |
0114 | GROUND BOX (R48) | 803 8105 | EA | 4.000 | 4.000 | 4.000 | $2,607.00 | $0.00 | $10,428.00 | |
0115 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 35.000 | 35.000 | 28.260 | $402.50 | $0.00 | $11,374.65 | |
0116 | REINFORCING STEEL | 804(B) 2916 | LB | 3,998.000 | 3,998.000 | 3,639.200 | $1.15 | $0.00 | $4,185.09 | |
0117 | 40' MHP 40' TS & 12' LMA(G.STL.) | 806(A) 8860 | EA | 3.000 | 3.000 | 3.000 | $6,330.00 | $0.00 | $18,990.00 | |
0118 | 40' MHP 50' TS & 12' LMA(G.STL.) | 806(A) 8874 | EA | 3.000 | 3.000 | 3.000 | $7,790.00 | $0.00 | $23,370.00 | |
0119 | 40' MHP 55' TS & 12' LMA(G.STL.) | 806(A) 8882 | EA | 1.000 | 1.000 | 1.000 | $9,720.00 | $0.00 | $9,720.00 | |
0120 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 4.000 | 4.000 | 4.000 | $680.00 | $0.00 | $2,720.00 | |
0121 | 40' MTG & 12' HLMA(G.STL.) | 806(C) 8926 | EA | 11.000 | 11.000 | 11.000 | $1,528.00 | $0.00 | $16,808.00 | |
0122 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 11.000 | 11.000 | 10.000 | $551.00 | $0.00 | $5,510.00 | |
0123 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 19.000 | 19.000 | 18.000 | $370.00 | $0.00 | $6,660.00 | |
0124 | UNDERPASS LUMINIARE | 809(B) 8098 | EA | 6.000 | 6.000 | 6.000 | $958.00 | $0.00 | $5,748.00 | |
0125 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $612.00 | $0.00 | $1,224.00 | |
0126 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 7,800.000 | 7,800.000 | 7,800.000 | $1.95 | $0.00 | $15,210.00 | |
0127 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 1,000.000 | 1,000.000 | 1,000.000 | $1.40 | $0.00 | $1,400.00 | |
0128 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,325.000 | 3,325.000 | 3,325.000 | $0.70 | $0.00 | $2,327.50 | |
0129 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 9,150.000 | 9,150.000 | 9,150.000 | $2.00 | $0.00 | $18,300.00 | |
0130 | (PL)FIBER OPTIC CABLE, 12, SMF-28 | 818 8710 | LF | 750.000 | 750.000 | 375.000 | 375.000 | $2.80 | $1,050.00 | $1,050.00 |
0131 | (PL)FIBER OPTIC CABLE, 144, SMF-28 | 818 8733 | LF | 3,250.000 | 3,250.000 | 1,625.000 | 1,625.000 | $19.75 | $32,093.75 | $32,093.75 |
0132 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $34,950.00 | $0.00 | $69,900.00 | |
0133 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $68,685.00 | $0.00 | $68,685.00 | |
0134 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 12.000 | 12.000 | 12.000 | $1,225.00 | $0.00 | $14,700.00 | |
0135 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 12.000 | 12.000 | 12.000 | $725.00 | $0.00 | $8,700.00 | |
0136 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 10.000 | 10.000 | 11.000 | $641.50 | $0.00 | $7,056.50 | |
0137 | 1WAY 5SEC. ADJ. SIG. HD. S-17 | 831 8277 | EA | 3.000 | 3.000 | 3.000 | $1,088.00 | $0.00 | $3,264.00 | |
0138 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 12.000 | 12.000 | 8.000 | $677.00 | $0.00 | $5,416.00 | |
0139 | BACKPLATE | 833 3030 | EA | 26.000 | 26.000 | 26.000 | $102.00 | $0.00 | $2,652.00 | |
0140 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 730.000 | 730.000 | 730.000 | $1.40 | $0.00 | $1,022.00 | |
0141 | 15/C TRAF.SIG.EL.CABLE | 834(A) 8211 | LF | 1,325.000 | 1,325.000 | 1,325.000 | $2.50 | $0.00 | $3,312.50 | |
0142 | (PL)E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 6.000 | 6.000 | 6.000 | $1,066.50 | $0.00 | $6,399.00 | |
0143 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 7.000 | 7.000 | 7.000 | $458.00 | $0.00 | $3,206.00 | |
0144 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,700.000 | 1,700.000 | 1,700.000 | $1.20 | $0.00 | $2,040.00 | |
0145 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 4.000 | 4.000 | 4.000 | $1,422.50 | $0.00 | $5,690.00 | |
0146 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 126.470 | 126.470 | 72.110 | 72.110 | $16.00 | $1,153.76 | $1,153.76 |
0147 | 1 1/2@2.72 GALV.STEEL PIPE POST | 851(B) 3215 | LF | 28.500 | 28.500 | 0.000 | $12.50 | $0.00 | $0.00 | |
0148 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 233.500 | 233.500 | 160.500 | 160.500 | $16.00 | $2,568.00 | $2,568.00 |
0149 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 112.000 | 112.000 | 0.000 | $22.25 | $0.00 | $0.00 | |
0150 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 14,447.691 | 14,447.691 | 10,910.500 | $1.12 | $0.00 | $12,219.76 | |
0151 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 128.900 | 128.900 | 228.000 | $2.25 | $0.00 | $513.00 | |
0152 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 1,310.458 | 1,310.458 | 1,353.500 | $6.35 | $0.00 | $8,594.73 | |
0153 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 28.000 | 28.000 | 24.000 | $77.00 | $0.00 | $1,848.00 | |
0154 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | $113.30 | $0.00 | $226.60 | |
0155 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 18,000.000 | 18,000.000 | 19,311.400 | $0.17 | $0.00 | $3,282.94 | |
0156 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 10,200.000 | 10,200.000 | 490.000 | $0.55 | $0.00 | $269.50 | |
0157 | PAVEMENT MARKERS CLASS A TYPE 2-C | 857(A) 8911 | EA | 207.000 | 207.000 | 211.000 | $31.75 | $0.00 | $6,699.25 | |
0158 | PAVEMENT MARKERS CLASS A TYPE 2-D | 857(A) 8914 | EA | 109.000 | 109.000 | 28.000 | $31.75 | $0.00 | $889.00 | |
0159 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,700.000 | 2,700.000 | 1,540.500 | $0.54 | $0.00 | $831.87 | |
0160 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 3,000.000 | 3,000.000 | 1,637.000 | $1.06 | $0.00 | $1,735.22 | |
0161 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 2,500.000 | 2,500.000 | 21.000 | $0.30 | $0.00 | $6.30 | |
0162 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 13,500.000 | 24,000.000 | 31.000 | 27,655.000 | $0.54 | $16.74 | $14,933.70 |
0163 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 9,000.000 | 21,950.000 | 42.000 | 23,568.000 | $1.06 | $44.52 | $24,982.08 |
0164 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 8,100.000 | 21,200.000 | 32.000 | 23,719.000 | $1.06 | $33.92 | $25,142.14 |
0165 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,400.000 | 26,947.000 | 47.000 | 29,699.000 | $0.12 | $5.64 | $3,563.88 |
0166 | WING BARRICADES | 880(C) 8848 | SD | 3,600.000 | 6,100.000 | 10.000 | 6,840.000 | $0.12 | $1.20 | $820.80 |
0167 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 20,700.000 | 74,600.000 | 126.000 | 81,656.000 | $0.06 | $7.56 | $4,899.36 |
0168 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 29,250.000 | 42,375.000 | 67.000 | 48,598.000 | $0.03 | $2.01 | $1,457.94 |
0169 | DRUMS | 880(F) 8878 | SD | 15,000.000 | 43,580.000 | 58.000 | 48,499.000 | $0.27 | $15.66 | $13,094.73 |
0170 | CHANNELIZER CONES | 880(G) 8890 | SD | 15,000.000 | 37,351.000 | 18.000 | 39,553.000 | $0.27 | $4.86 | $10,679.31 |
0171 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 2,500.000 | 2,500.000 | 162.000 | $2.25 | $0.00 | $364.50 | |
0172 | (PL)SHIELD ISOLATION PEDESTAL | 887 8370 | EA | 3.000 | 3.000 | 0.000 | $375.00 | $0.00 | $0.00 | |
0173 | (PL)TRAFFIC ITEMS(SIGNALS) | 890 7706 | LSUM | 1.000 | 1.000 | 1.000 | $137,150.00 | $0.00 | $137,150.00 | |
0174 | (PL)REMOVAL OF LIGHT POLE | 890(A) 8712 | EA | 6.000 | 6.000 | 3.000 | $400.00 | $0.00 | $1,200.00 | |
0175 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | 1.000 | $570.00 | $570.00 | $570.00 |
0176 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $4,705.00 | $0.00 | $4,705.00 | |
0177 | (PL)REMOVE & RESET LIGHT POLE | 890A/B 8744 | EA | 4.000 | 4.000 | 4.000 | $1,080.00 | $0.00 | $4,320.00 | |
Subtotals For Category 0300/TRAFFIC STP-STIM(504)HP | $37,567.62 | $782,369.66 | ||||||||
Fed/State Project Number: STP-STIM(504)HP | Project: 22670(05) | Category: 0600/STAKING STP-STIM(504)HP | ||||||||
0178 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $75,000.00 | $0.00 | $71,250.00 | |
Subtotals For Category 0600/STAKING STP-STIM(504)HP | $0.00 | $71,250.00 | ||||||||
Fed/State Project Number: STP-STIM(504)HP | Project: 22670(05) | Category: 0640/CONSTRUCTION STP-STIM(504)HP | ||||||||
0179 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $7,500.00 | $0.00 | $5,625.00 | |
0180 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
0181 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $500,000.00 | $0.00 | $500,000.00 | |
Subtotals For Category 0640/CONSTRUCTION STP-STIM(504)HP | $0.00 | $545,625.00 | ||||||||
Fed/State Project Number: STP-STIM(504)HP | Project: 22670(05) | Category: 0850/NON ARRA FUNDING | ||||||||
8000 | CONSTRUCTION TRAFFIC STR.(PAINT)(SYMBOL) | 856(B) 8848 | EA | 0.000 | 4.000 | 4.000 | $454.50 | $0.00 | $1,818.00 | |
8001 | PAVEMENT MARKING REMOVAL(ARROWS) | 859(B) 8007 | EA | 0.000 | 16.000 | 0.000 | $66.66 | $0.00 | $0.00 | |
8002 | FIELD OFFICE | 640 1398 | EA | 0.000 | 1.000 | 1.000 | $8,222.58 | $0.00 | $8,222.58 | |
8003 | (PL)GEOTEXTILE MAT | 325 4951 | SY | 0.000 | 10,994.000 | 10,993.160 | $6.48 | $0.00 | $71,235.68 | |
8004 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 5,497.000 | 5,496.580 | $1.88 | $0.00 | $10,333.57 | |
8005 | 36" PREFAB. CULVERT END SEC., ROUND | 613(M) 5734 | EA | 0.000 | 2.000 | 2.000 | $969.60 | $0.00 | $1,939.20 | |
8006 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 0.000 | 6.000 | 11.000 | $1,212.00 | $0.00 | $13,332.00 | |
8007 | (PL)CONST.ZONE QUADGUARD IMPACT ATTEN. | 871 8709 | SD | 0.000 | 550.000 | 544.000 | $24.24 | $0.00 | $13,186.56 | |
8008 | TEMPORARY EARTH RETAINAGE | 502 1000 | LSUM | 0.000 | 1.000 | 1.000 | $207,297.99 | $0.00 | $207,297.99 | |
8009 | TEMPORARY EARTH RETAINAGE | 502 1000 | LSUM | 0.000 | 1.000 | 1.000 | $75,945.77 | $0.00 | $75,945.78 | |
8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $3,886.71 | $0.00 | $3,886.71 | |
8014 | MAST ARM MOUNTED SIGNS(ALUM.) | 850(C) 8118 | SF | 0.000 | 207.900 | 207.900 | $39.09 | $0.00 | $8,126.82 | |
8015 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,725.98 | $0.00 | $2,725.98 | |
8017 | HANDRAILING | 504(G) 6006 | LF | 0.000 | 460.000 | 460.000 | $6.70 | $0.00 | $3,082.00 | |
8018 | CONSTRUCTION MISCELLANEOUS | 104 0400 | SF | 0.000 | 472.000 | 472.000 | $20.18 | $0.00 | $9,524.96 | |
8019 | CONSTRUCTION MISCELLANEOUS | 104 0400 | SF | 0.000 | 425.000 | 425.000 | $55.23 | $0.00 | $23,472.75 | |
8020 | SAWING PAVEMENT | 619(C) 0924 | LF | 0.000 | 837.000 | 0.000 | $4.84 | $0.00 | $0.00 | |
8021 | 5/C TRAF.SIG.EL.CABLE | 834(A) 8207 | LF | 0.000 | 3,892.000 | 0.000 | 3,892.000 | $1.57 | $0.00 | $6,110.44 |
8023 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 349.000 | 349.000 | $54.16 | $0.00 | $18,901.84 | |
8024 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $9,055.79 | $0.00 | $9,055.79 | |
8025 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $28,365.73 | $0.00 | $28,365.73 | |
Subtotals For Category 0850/NON ARRA FUNDING | $0.00 | $516,564.38 | ||||||||
Fed/State Project Number: STP-STIM(504)HP | Project: 22670(05) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8011 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 2.000 | 2.000 | $1,030.20 | $0.00 | $2,060.40 | |
8012 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 2.000 | 2.000 | $691.45 | $0.00 | $1,382.90 | |
8013 | 2'-8" COMB.CRB.& GUT.(8" BARRIER) | 609(B) 1526 | LF | 0.000 | 569.000 | 518.840 | $36.36 | $0.00 | $18,865.02 | |
8022 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 2.000 | 2.000 | $877.25 | $0.00 | $1,754.50 | |
9001 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 0.000 | 150.000 | 91.340 | $42.35 | $0.00 | $3,868.25 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $27,931.07 | ||||||||
Subtotals For Project STP-STIM(504)HP /22670(05) | $57,254.12 | $12,757,205.65 |