Contract ID: | 100042 | Estimate Number: | 0063 , Final | Spec Year: | 1999 | |||
Primary JP: | 22670(04) | Residency: | TETRA TECH (03002) | Contract No: | 510994 | |||
Date Created: | 01/29/2016 | Contractor FEI: | 730764097A | Account No: | 400300 |
Project Number(s): | TCSP-0H68(007)TC, STP-STIM(504)HP | ||||||||
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 MILE. | ||||||||
Primary County: | CLEVELAND | ||||||||
Name of Road: | CITY STREET | ||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | Time Charged: | 1332.00 | ||||||
5601 S. 122ND E. AVE. | Time Allowed: | 1250.00 | |||||||
TULSA , OK 74146 | Percent Time: | 106.56 % |
Paid To Date: | $14,536,092.03 | Payable This Statement: | $-23,101.03 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
MANHATTAN ROAD & BRIDGE COMPANY |
_________________________________________________ |
Affiant Signature |
_________________________________________________ |
Affiant Printed Name |
PE Seal |
_________________________________________________ |
Affiant Company Position |
Subscribed and sworn to before me this ______ day of ____________, 20____ |
My Commission Number: ____________ My Commission Expires: ______________ |
_________________________________________________ |
_________________________________________________ |
Professional Engineer Signature |
Oklahoma Department of Transportation |
Corporate Seal |
Notary Seal |
Contract ID: | 100042 | Estimate Number: | 0063 | Contract No: | 510994 | |||
Residency: | TETRA TECH (03002) | Estimate Type: | Final | 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 MILE. | ||||||||||||
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: | 02/03/2015 TO 11/04/2015 |
Date Awarded: | 03/01/2010 | Date Work Began: | 06/14/2010 | Original Contract Time: | 465 |
Date Contract Executed: | 03/09/2010 | Date Time Stopped: | 02/04/2014 | Current Time Charged: | 1332.00 |
Date NTP Issued: | 03/31/2010 | Completion Date: | 02/04/2014 | Current Time Allowed: | 1250.00 |
General Liability Expires: | 10/01/2016 | Workman's Comp Expires: | 10/01/2016 | Percent Time Used: | 106.56 % |
Specification Year: | 1999 | ||||
Bid Amount: | $12,207,431.48 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $14,714,340.08 | Participating: | $13,337,725.12 | $13,650,606.09 | $-312,880.97 | ||
Percent Complete: | 98.79 % | Non Participating: | $462,661.49 | $458,919.55 | $3,741.94 | ||
Unearned Balance: | $178,248.05 | Total Earnings: | $14,493,600.46 | $14,672,701.49 | $-179,101.03 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $14,493,600.46 | $14,672,701.49 | $-179,101.03 | ||||
Other Adjustments: | $206,491.57 | $20,491.57 | $186,000.00 | ||||
Liq Dam/Disincentive: | $-164,000.00 | $-134,000.00 | $-30,000.00 | ||||
TOTAL: | $14,536,092.03 | $14,559,193.06 | $-23,101.03 |
Contract ID: | 100042 | Estimate Number: | 0063 | 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 |
011 | CKD & FLY ASH in lieu of Lime other item overruns and under | Approved | 06/03/2015 | 0.0 | $-136,639.37 |
012 | Additional Items of Work | Approved | 02/04/2014 | 1.0 | $82,287.02 |
013 | Claim Settlement | Approved | 02/04/2014 | 107.0 | $386,111.26 |
014 | FQCO | Approved | 11/02/2015 | 0.0 | $-84,100.56 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
22670(04) | 0002 | Pump Station Crane | Stockpiled Material Initial Payment | 0029 | $23,724.37 |
22670(04) | 0002 | Pump Station Crane | Stockpiled Material Adjustment | 0034 | $-1,186.22 |
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 | 0032 | $-21,351.93 |
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) | 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 Initial Payment | 0029 | $5,509.00 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Adjustment | 0022 | $-18,402.50 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Adjustment | 0021 | $-147,220.00 |
22670(04) | 0003 | Submersible Pumps | Stockpiled Material Initial Payment | 0017 | $184,025.00 |
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 Adjustment | 0022 | $-3,466.70 |
22670(04) | 0003 | Natural Gas Generator | Stockpiled Material Initial Payment | 0022 | $34,667.00 |
22670(04) | 0003 | Natural Gas Generator | Stockpiled Material Closure | 0024 | $-31,200.30 |
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 Initial Payment | 0012 | $548,023.73 |
22670(05) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0032 | $-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 Adjustment | 0028 | $-6,611.68 |
22670(05) | 0097 | Rebar for Abutment 1 | Stockpiled Material Initial Payment | 0026 | $17,067.32 |
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 | 0029 | $-9,940.97 |
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 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 Initial Payment | 0026 | $12,200.95 |
22670(05) | 0097 | Re bar for pier | Stockpiled Material Adjustment | 0028 | $-6,611.68 |
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 | 0034 | $-8,051.77 |
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 | 0033 | $-12,315.90 |
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 | $-12,222.56 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $12,222.56 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Initial Payment | 0032 | $15,535.12 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-3,219.23 |
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 | 0033 | $-12,315.89 |
22670(05) | 0097 | Reinforcing Steel | Stockpiled Material Adjustment | 0034 | $-2,875.71 |
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 Closure | 0060 | $-2,466.96 | |
22670(05) | 0104 | Stockpiled Material Adjustment | 0038 | $-878.58 | |
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 | 0036 | $-6,150.09 | |
22670(05) | 0117 | 40' MHP 40' TS & 12' LMA | Stockpiled Material Initial Payment | 0006 | $11,721.00 |
22670(05) | 0117 | 40' MHP 40' TS & 12' LMA | Stockpiled Material Adjustment | 0046 | $-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 Initial Payment | 0006 | $10,726.10 |
22670(05) | 0121 | 40' MTG & 12' HLMA | Stockpiled Material Adjustment | 0046 | $-10,726.10 |
22670(05) | 0131 | Fiber Optic Cable, 144, SMF-28 | Stockpiled Material Adjustment | 0059 | $-641.88 |
22670(05) | 0131 | Fiber Optic Cable, 144, SMF-28 | Stockpiled Material Initial Payment | 0025 | $641.88 |
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 | 0056 | $-20,795.00 |
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 Adjustment | 0047 | $-4,800.00 |
22670(05) | 0132 | Battery Backup | Stockpiled Material Initial Payment | 0032 | $9,600.00 |
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 | 0047 | $-517.50 |
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) | 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 Initial Payment | 0032 | $2,470.00 |
22670(05) | 0136 | 1WAY3SECADJSIGHD S-9 | Stockpiled Material Adjustment | 0046 | $-2,470.00 |
22670(05) | 0137 | 1WAY5SECADJSIGHD S-17 | Stockpiled Material Adjustment | 0046 | $-1,347.00 |
22670(05) | 0137 | 1WAY5SECADJSIGHD S-17 | Stockpiled Material Initial Payment | 0032 | $1,347.00 |
22670(05) | 0138 | Stockpiled Material Closure | 0062 | $1,156.00 | |
22670(05) | 0138 | Stockpiled Material Closure | 0060 | $-1,156.00 | |
22670(05) | 0138 | 1WAY2SECADJ PEDSIGHD S-20 | Stockpiled Material Adjustment | 0047 | $-2,312.00 |
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 | 0061 | $-1,156.00 |
22670(05) | 0139 | Backplate | Stockpiled Material Initial Payment | 0032 | $1,753.96 |
22670(05) | 0139 | Backplate | Stockpiled Material Adjustment | 0046 | $-1,753.96 |
22670(05) | 0142 | EPS OPTICAL EMITTER | Stockpiled Material Adjustment | 0046 | $-4,477.50 |
22670(05) | 0142 | EPS OPTICAL EMITTER | Stockpiled Material Initial Payment | 0030 | $4,477.50 |
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) | 0143 | EPS OPTICAL DETECTOR | Stockpiled Material Initial Payment | 0030 | $2,107.91 |
22670(05) | 0144 | EPS OPTICAL CABLE | Stockpiled Material Adjustment | 0056 | $-232.50 |
22670(05) | 0144 | EPS OPTICAL CABLE | Stockpiled Material Adjustment | 0047 | $-294.50 |
22670(05) | 0144 | EPS OPTICAL CABLE | Stockpiled Material Initial Payment | 0030 | $527.00 | Subtotals For Stockpile Payments | $0.00 |
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 |
System Application of Liquidated Damages | 0060 | -119 | $2,000.00 | $238,000.00 |
System Application of Liquidated Damages | 0061 | -4.0 | $2,000.00 | $8,000.00 |
System Application of Liquidated Damages | 0063 | --15 | $2,000.00 | $-30,000.00 | Subtotals For Liquidated Damages | $-164,000.00 |
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 |
LD Adjustment (Prog. Est. Only) | 0060 | $-48,000.00 |
LD Adj. (Cmpltn. Dt. Contrs. Only)(C/O) | 0063 | $186,000.00 | Subtotals For Contract Adjustments | $164,000.00 |
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) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0062 | 0.01 | $3.89 | $0.04 |
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) | 0080 | FENCE-STYLE CLF (4'HIGH, CLASS A) | * SUBSTANDARD ITEM | 0060 | 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 |
22670(05) | 0081 | FENCE-STYLE CLF (8'HIGH, CLASS A) | * SUBSTANDARD ITEM | 0060 | 169.00 | $30.00 | $5,070.00 | Subtotals For Line Item Adjustments | $42,491.57 | * = 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: | 0063 | 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 | ||||||||
8033 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $10,420.03 | $0.00 | $10,420.03 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $10,420.03 | ||||||||
Subtotals For Project TCSP-0H68(007)TC /22670(04) | $0.00 | $1,332,920.03 |
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 | 649.000 | 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 | 155,317.727 | 0.007 | 155,317.727 | $3.75 | $0.03 | $582,441.51 |
0004 | EMBANKMENTS | 202(E) 0110 | CY | 20,871.189 | 22,650.670 | 22,650.670 | $4.00 | $0.00 | $90,602.68 | |
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 | 3,455.500 | 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 | 47,312.190 | 47,312.190 | $2.60 | $0.00 | $123,011.70 | |
0009 | SEEDING METHOD A | 232(A) 2813 | AC | 14.185 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 24.050 | 0.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
0011 | (PL)ROCK FILTER DAM, TYPE 2 | 235(B) 0101 | CY | 26.358 | 55.970 | 55.970 | $75.00 | $0.00 | $4,197.75 | |
0012 | MOWING | 241 2832 | AC | 13.661 | 39.310 | -0.290 | 39.310 | $105.00 | $-30.45 | $4,127.55 |
0013 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 52.000 | 31.000 | 31.000 | $90.00 | $0.00 | $2,790.00 | |
0014 | OPEN GRADED BITUMINOUS BASE | 319 5190 | TON | 4,882.703 | 3,456.160 | 3,456.160 | $52.75 | $0.00 | $182,312.44 | |
0015 | SEPARATOR FABRIC | 325 5271 | SY | 22,359.644 | 20,401.290 | 20,401.290 | $1.35 | $0.00 | $27,541.74 | |
0016 | (SP)LIME | 327(D) 4230 | TON | 1,436.724 | 0.000 | -1,605.480 | 0.000 | $157.50 | $-252,863.10 | $0.02 |
0017 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 43,302.833 | 0.000 | -44,720.340 | 0.000 | $2.40 | $-107,328.82 | $0.00 |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 50.000 | 366.210 | -3.960 | 366.210 | $50.00 | $-198.00 | $18,310.50 |
0019 | TACK COAT | 407 0250 | GAL | 21.381 | 2,245.000 | 55.370 | 2,245.000 | $8.50 | $470.65 | $19,082.50 |
0020 | PRIME COAT | 408 5774 | GAL | 6,495.425 | 3,250.000 | 3,250.000 | $4.25 | $0.00 | $13,812.50 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 6,910.036 | 9,564.090 | 9,564.090 | $52.75 | $0.00 | $504,505.74 | |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,725.674 | 2,605.150 | 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 | 1,848.820 | 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 | 1,853.460 | 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 | 19,972.130 | 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 | 0.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0027 | 9" H.E.S. DOWEL JOINTED CONCRETE PAVEMENT | 414(B1) 5758 | SY | 150.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0028 | 10" H.E.S. DOWEL JOINTED CONCRETE PAVEMENT | 414(B1) 5759 | SY | 300.000 | 214.180 | 214.180 | $75.00 | $0.00 | $16,063.50 | |
0029 | COLD MILLING PAVEMENT | 417 5267 | SY | 427.611 | 1,103.920 | 1,103.920 | $10.00 | $0.00 | $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 | 18.230 | 0.070 | 18.230 | $240.00 | $16.80 | $4,375.20 |
0032 | (PL)SUB-BALLAST TYPE B | 550 6509 | CY | 1,792.000 | 5,050.070 | 5,050.070 | $55.00 | $0.00 | $277,753.85 | |
0033 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 1,424.700 | 1,473.230 | -1.000 | 1,473.230 | $4.50 | $-4.50 | $6,629.54 |
0034 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 10,112.000 | 10,039.510 | 5.000 | 10,039.510 | $4.50 | $22.50 | $45,177.82 |
0035 | (PL)CONCRETE PAVING UNIT | 610 4015 | SY | 652.711 | 1,077.440 | 1,077.440 | $95.00 | $0.00 | $102,356.80 | |
0036 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 5,206.000 | 5,604.520 | 5,604.520 | $36.25 | $0.00 | $203,163.87 | |
0037 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,134.452 | 1,369.030 | 1,369.030 | $69.25 | $0.00 | $94,805.34 | |
0038 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 428.200 | 232.660 | 232.660 | $16.00 | $0.00 | $3,722.56 | |
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 | 1.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 | |
0041 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 3.000 | 5.000 | 5.000 | $3,000.00 | $0.00 | $15,000.00 | |
0042 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 1.880 | 0.500 | 0.500 | $125.00 | $0.00 | $62.50 | |
0043 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 4.740 | 1.170 | 1.170 | $225.00 | $0.00 | $263.25 | |
0044 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 4.320 | 4.670 | 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 | 0.000 | 0.000 | $4,250.00 | $0.00 | $0.00 | |
0049 | INLET CICI DES. 1 (ADD'L DEPTH) | 611(F) 5320 | VF | 66.620 | 40.330 | 40.330 | $115.00 | $0.00 | $4,637.95 | |
0050 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 39.390 | 29.130 | 29.130 | $225.00 | $0.00 | $6,554.25 | |
0051 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 1.300 | 4.660 | 4.660 | $325.00 | $0.00 | $1,514.50 | |
0052 | INLET CDI RCB DES. 1,(ADD'L DEPTH) | 611(F) 5536 | VF | 4.393 | 0.000 | 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 | 558.900 | 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 | 2,691.000 | 2,691.000 | $37.75 | $0.00 | $101,585.25 | |
0057 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,147.000 | 1,032.750 | 1,032.750 | $46.00 | $0.00 | $47,506.50 | |
0058 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 185.000 | 134.000 | 134.000 | $56.00 | $0.00 | $7,504.00 | |
0059 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,507.000 | 1,612.000 | 1,612.000 | $70.00 | $0.00 | $112,840.00 | |
0060 | 24" R.C.PIPE CLASS V | 613(B) 0595 | LF | 91.000 | 120.000 | 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 | 2.000 | 2.000 | $1,400.00 | $0.00 | $2,800.00 | |
0064 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 5.000 | 0.000 | 0.000 | $225.00 | $0.00 | $0.00 | |
0065 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 91.000 | 208.000 | 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 | 3.000 | 3.000 | $300.00 | $0.00 | $900.00 | |
0068 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 250.000 | 309.000 | 159.000 | 309.000 | $12.00 | $1,908.00 | $3,708.00 |
0069 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 250.000 | 0.000 | 0.000 | $8.50 | $0.00 | $0.00 | |
0070 | TRENCH EXCAVATION | 613(S) 1180 | CY | 4,629.331 | 5,900.800 | 104.110 | 5,900.800 | $1.25 | $130.14 | $7,376.02 |
0071 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 2,555.561 | 2,864.900 | 45.280 | 2,864.900 | $16.00 | $724.48 | $45,838.40 |
0072 | 3" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5220 | LF | 699.000 | 562.000 | 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 | 972.000 | 972.000 | $45.00 | $0.00 | $43,740.00 | |
0075 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 8,800.158 | 2,117.160 | -0.270 | 2,117.160 | $4.25 | $-1.15 | $8,997.93 |
0076 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 24,127.234 | 24,270.850 | 24,270.850 | $4.00 | $0.00 | $97,083.40 | |
0077 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 22,957.521 | 17,255.660 | 17,255.660 | $2.25 | $0.00 | $38,825.23 | |
0078 | HANDLING OF CONTAMINATED MATERIALS | 620 6200 | CY | 10,000.000 | 18,865.360 | 18,865.360 | $9.00 | $0.00 | $169,788.24 | |
0079 | (PL)WOOD PRIVACY FENCE | 624 5908 | LF | 1,167.800 | 1,022.000 | 1,022.000 | $21.00 | $0.00 | $21,462.00 | |
0080 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(D) 4288 | LF | 568.000 | 739.500 | 739.500 | $23.00 | $0.00 | $17,008.50 | |
0081 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 100.000 | 169.000 | 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 | 2.000 | $800.00 | $800.00 | $1,600.00 |
0083 | PRECAST CONCRETE MEDIAN BARRIER, TYPE I | 627(A) 4310 | LF | 3,220.466 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0084 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 6,116.071 | 4,249.001 | 0.001 | 4,249.001 | $13.70 | $0.01 | $58,211.31 |
0085 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 174.340 | 140.000 | 140.000 | $24.25 | $0.00 | $3,395.00 | |
0086 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 2.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
8016 | RAILROAD FLAGGING | 104 0950 | DAY | 0.000 | 394.000 | 394.000 | $-200.00 | $0.00 | $-78,800.00 | |
Subtotals For Category 0100/ROADWAY STP-STIM(504)HP | $-356,353.41 | $6,062,931.67 | ||||||||
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 | 2,240.320 | 2,240.320 | $22.50 | $0.00 | $50,407.22 | |
0088 | GRANULAR BACKFILL | 501(F) 6352 | CY | 10,064.000 | 7,696.520 | 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 | 114.080 | 114.080 | $425.00 | $0.00 | $48,484.00 | |
0092 | HANDRAILING | 504(G) 6006 | LF | 813.600 | 835.320 | 835.320 | $75.00 | $0.00 | $62,649.00 | |
0093 | STRUCTURAL STEEL | 506(A) 1322 | LB | 484,458.000 | 500,368.790 | 21,882.180 | 500,368.790 | $1.50 | $32,823.27 | $750,553.18 |
0094 | STRUCTURAL STEEL A36 | 506(A) 6005 | LB | 2,950.000 | 2,793.480 | -0.520 | 2,793.480 | $27.50 | $-14.30 | $76,820.70 |
0095 | CLASS AA CONCRETE | 509(A) 1326 | CY | 3,586.800 | 3,589.800 | 3,589.800 | $406.50 | $0.00 | $1,459,253.75 | |
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 | 4,486.880 | 401.880 | 4,486.880 | $20.00 | $8,037.60 | $89,737.60 |
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 | 432.570 | 52.260 | 432.570 | $25.00 | $1,306.50 | $10,814.25 |
0102 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 662.000 | 662.000 | 662.000 | $25.00 | $0.00 | $16,550.00 | |
0103 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 102.000 | 102.000 | 102.000 | $20.00 | $0.00 | $2,040.00 | |
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 | $42,153.07 | $4,469,790.92 | ||||||||
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 | 295.000 | 295.000 | $5.00 | $0.00 | $1,475.00 | |
0106 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,220.466 | 2,752.000 | 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 | 0.000 | 0.000 | $9.05 | $0.00 | $0.00 | |
0110 | (PL)HDPE CONDUIT TRENCHED | 802(B) 8555 | LF | 5,625.000 | 6,792.000 | 6,792.000 | $3.10 | $0.00 | $21,055.20 | |
0111 | PULL BOX(SIZE I) | 803 8065 | EA | 18.000 | 19.000 | 19.000 | $250.00 | $0.00 | $4,750.00 | |
0112 | PULL BOX(SIZE II) | 803 8066 | EA | 9.000 | 5.000 | 5.000 | $285.00 | $0.00 | $1,425.00 | |
0113 | GROUND BOX (GB36) | 803 8085 | EA | 5.000 | 6.000 | 6.000 | $1,690.00 | $0.00 | $10,140.00 | |
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 | 29.460 | 29.460 | $402.50 | $0.00 | $11,857.65 | |
0116 | REINFORCING STEEL | 804(B) 2916 | LB | 3,998.000 | 3,998.000 | 3,998.000 | $1.15 | $0.00 | $4,597.71 | |
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 | 12.000 | 12.000 | $551.00 | $0.00 | $6,612.00 | |
0123 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 19.000 | 18.000 | 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 | 700.030 | 86.030 | 700.030 | $2.80 | $240.88 | $1,960.08 |
0131 | (PL)FIBER OPTIC CABLE, 144, SMF-28 | 818 8733 | LF | 3,250.000 | 3,600.000 | 350.000 | 3,600.000 | $19.75 | $6,912.50 | $71,100.00 |
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 | 11.000 | 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 | 12.000 | $677.00 | $0.00 | $8,124.00 | |
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 | 117.470 | 117.470 | $16.00 | $0.00 | $1,879.52 | |
0147 | 1 1/2@2.72 GALV.STEEL PIPE POST | 851(B) 3215 | LF | 28.500 | 28.500 | 28.500 | $12.50 | $0.00 | $356.25 | |
0148 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 233.500 | 233.500 | 233.500 | $16.00 | $0.00 | $3,736.00 | |
0149 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 112.000 | 42.000 | 42.000 | $22.25 | $0.00 | $934.50 | |
0150 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 14,447.691 | 10,708.400 | 0.300 | 10,708.400 | $1.12 | $0.34 | $11,993.41 |
0151 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 128.900 | 228.000 | 228.000 | $2.25 | $0.00 | $513.00 | |
0152 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 1,310.458 | 1,353.500 | 1,353.500 | $6.35 | $0.00 | $8,594.73 | |
0153 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 28.000 | 24.000 | 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 | 19,413.310 | 966.910 | 19,413.310 | $0.17 | $164.37 | $3,300.26 |
0156 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 10,200.000 | 550.000 | 550.000 | $0.55 | $0.00 | $302.50 | |
0157 | PAVEMENT MARKERS CLASS A TYPE 2-C | 857(A) 8911 | EA | 207.000 | 211.000 | 211.000 | $31.75 | $0.00 | $6,699.25 | |
0158 | PAVEMENT MARKERS CLASS A TYPE 2-D | 857(A) 8914 | EA | 109.000 | 28.000 | 28.000 | $31.75 | $0.00 | $889.00 | |
0159 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,700.000 | 1,720.500 | 1,720.500 | $0.54 | $0.00 | $929.07 | |
0160 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 3,000.000 | 1,859.000 | 1,859.000 | $1.06 | $0.00 | $1,970.54 | |
0161 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 2,500.000 | 21.000 | 21.000 | $0.30 | $0.00 | $6.30 | |
0162 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 13,500.000 | 35,317.000 | -2,037.000 | 35,317.000 | $0.54 | $-1,099.98 | $19,071.18 |
0163 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 9,000.000 | 27,978.000 | -1,203.000 | 27,978.000 | $1.06 | $-1,275.18 | $29,656.68 |
0164 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 8,100.000 | 29,788.000 | -1,687.000 | 29,788.000 | $1.06 | $-1,788.22 | $31,575.28 |
0165 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,400.000 | 35,967.000 | -1,927.000 | 35,967.000 | $0.12 | $-231.24 | $4,316.04 |
0166 | WING BARRICADES | 880(C) 8848 | SD | 3,600.000 | 9,220.000 | -690.000 | 9,220.000 | $0.12 | $-82.80 | $1,106.40 |
0167 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 20,700.000 | 100,061.000 | -5,131.000 | 100,061.000 | $0.06 | $-307.86 | $6,003.66 |
0168 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 29,250.000 | 59,811.000 | -3,662.000 | 59,811.000 | $0.03 | $-109.86 | $1,794.33 |
0169 | DRUMS | 880(F) 8878 | SD | 15,000.000 | 60,432.000 | -4,002.000 | 60,432.000 | $0.27 | $-1,080.54 | $16,316.64 |
0170 | CHANNELIZER CONES | 880(G) 8890 | SD | 15,000.000 | 48,475.000 | -4,252.000 | 48,475.000 | $0.27 | $-1,148.04 | $13,088.25 |
0171 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 2,500.000 | 278.000 | 278.000 | $2.25 | $0.00 | $625.50 | |
0172 | (PL)SHIELD ISOLATION PEDESTAL | 887 8370 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $375.00 | $1,125.00 | $1,125.00 |
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 | 6.000 | $400.00 | $0.00 | $2,400.00 | |
0175 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $570.00 | $0.00 | $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 | $1,319.37 | $860,002.53 | ||||||||
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 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
Subtotals For Category 0600/STAKING STP-STIM(504)HP | $0.00 | $75,000.00 | ||||||||
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 | 1.000 | $7,500.00 | $0.00 | $7,500.00 | |
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 | $547,500.00 | ||||||||
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 | 0.000 | 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 | 10,993.160 | 10,993.160 | $6.48 | $0.00 | $71,235.68 | |
8004 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 5,496.580 | 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 | 11.000 | 11.000 | $1,212.00 | $0.00 | $13,332.00 | |
8007 | (PL)CONST.ZONE QUADGUARD IMPACT ATTEN. | 871 8709 | SD | 0.000 | 618.000 | 618.000 | $24.24 | $0.00 | $14,980.32 | |
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 | 147.900 | -60.000 | 147.900 | $39.09 | $-2,345.40 | $5,781.42 |
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 | 472.320 | 0.320 | 472.320 | $20.18 | $6.46 | $9,531.42 |
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 | 876.000 | 876.000 | $4.84 | $0.00 | $4,239.84 | |
8021 | 5/C TRAF.SIG.EL.CABLE | 834(A) 8207 | LF | 0.000 | 3,892.000 | 3,892.000 | $1.57 | $0.00 | $6,110.44 | |
8023 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 348.990 | 348.990 | $54.16 | $0.00 | $18,901.30 | |
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 | |
8026 | (SP)FLY ASH | 327(A) 4200 | TON | 0.000 | 1,510.490 | 1,510.490 | 1,510.490 | $77.44 | $116,972.35 | $116,972.35 |
8027 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 44,635.640 | 44,635.640 | 44,635.640 | $2.40 | $107,125.54 | $107,125.54 |
8030 | 2'-8" COMB.CRB.& GUT.(6" BARRIER) | 609(B) 1525 | LF | 0.000 | 675.000 | -144.000 | 675.000 | $43.31 | $-6,236.64 | $29,234.25 |
8032 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $5,107.52 | $0.00 | $5,107.52 | |
8033 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 1,297.780 | 1,297.780 | 1,297.780 | $60.50 | $78,515.69 | $78,515.69 |
8034 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 82.000 | 82.000 | 82.000 | $-2,000.00 | $-164,000.00 | $-164,000.00 |
Subtotals For Category 0850/NON ARRA FUNDING | $130,038.00 | $693,213.85 | ||||||||
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 | 534.170 | 534.170 | $36.36 | $0.00 | $19,422.42 | |
8022 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 2.000 | 2.000 | $877.25 | $0.00 | $1,754.50 | |
8028 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $6,840.25 | $0.00 | $6,840.25 | |
8029 | CONSTRUCTION MISCELLANEOUS | 104 0350 | SY | 0.000 | 1,060.890 | 1,060.890 | $24.20 | $0.00 | $25,673.54 | |
8031 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 0.000 | 1,100.000 | 1,100.000 | $1.26 | $0.00 | $1,386.00 | |
9001 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 0.000 | 91.340 | 91.340 | $42.35 | $0.00 | $3,868.25 | |
9002 | NEGOTIATED SETTLEMENT OF CONTR'S CLAIM | 109 1100 | LSUM | 0.000 | 1.000 | 1.000 | $386,111.26 | $0.00 | $386,111.26 | |
9003 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $215.02 | $215.02 | $215.02 |
9004 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 0.000 | 194.000 | 194.000 | 194.000 | $18.18 | $3,526.92 | $3,526.92 |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $3,741.94 | $452,241.46 | ||||||||
Subtotals For Project STP-STIM(504)HP /22670(05) | $-179,101.03 | $13,160,680.43 |