Contract ID: | 090497 | Estimate Number: | 0041 , Final | Spec Year: | 1999 | |||
Primary JP: | 20313(04) | Residency: | DUNCAN (07100) | Contract No: | 510080 | |||
Date Created: | 08/18/2015 | Contractor FEI: | 731297069 | Account No: | 400700 |
Project Number(s): | IM-STIM(296) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE I-44: FROM 1.6 MILES NORTH OF SH-7, EXTEND NORTH. PROJECT LENGTH = 2.545 MILES. | ||||||||
Primary County: | COMANCHE | ||||||||
Name of Road: | I-44 | ||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | Time Charged: | 1343.00 | ||||||
1100 South Eastern | Time Allowed: | 1340.00 | |||||||
OKLAHOMA CITY , OK 73129 | Percent Time: | 100.22 % |
Paid To Date: | $15,534,832.72 | Payable This Statement: | $0.00 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
ALLEN CONTRACTING, INC. |
_________________________________________________ |
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: | 090497 | Estimate Number: | 0041 | Contract No: | 510080 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Final | Account No: | 400700 | |||
Project Number(s): | IM-STIM(296) | ||||||||||||
Primary Job Piece No: | 20313(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE I-44: FROM 1.6 MILES NORTH OF SH-7, EXTEND NORTH. PROJECT LENGTH = 2.545 MILES. | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | I-44 | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 06/18/2009 | NTP Effective Date: | 08/24/2009 | Pay Period: | 05/16/2015 TO 06/30/2015 |
Date Awarded: | 06/22/2009 | Date Work Began: | 08/24/2009 | Original Contract Time: | 360 |
Date Contract Executed: | 06/30/2009 | Date Time Stopped: | 04/27/2013 | Current Time Charged: | 1343.00 |
Date NTP Issued: | 07/22/2009 | Completion Date: | 04/27/2013 | Current Time Allowed: | 1340.00 |
General Liability Expires: | 09/01/2015 | Workman's Comp Expires: | 09/01/2015 | Percent Time Used: | 100.22 % |
Specification Year: | 1999 | ||||
Bid Amount: | $15,797,093.11 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $16,248,705.10 | Participating: | $15,090,545.63 | $15,090,545.63 | $0.00 | ||
Percent Complete: | 95.61 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $713,872.38 | Non ARRA: | $439,437.75 | $439,437.75 | $0.00 | ||
Total Earnings: | $15,529,983.38 | $15,529,983.38 | $0.00 | ||||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $15,529,983.38 | $15,529,983.38 | $0.00 | ||||
Other Adjustments: | $10,849.34 | $10,849.34 | $0.00 | ||||
Liq Dam/Disincentive: | $-6,000.00 | $-6,000.00 | $0.00 | ||||
TOTAL: | $15,534,832.72 | $15,534,832.72 | $0.00 |
Contract ID: | 090497 | Estimate Number: | 0041 | Primary JP: | 20313(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Removes Type C Light Requirement | Approved | 12/09/2009 | 0.0 | $0.00 |
002 | Adds Pay Plan Qty Note to Uncl. Borrow Item | Approved | 12/09/2009 | 0.0 | $0.00 |
003 | Sleeper Slabs & Dowel Jointed PC Pav't(Placement Only) | Approved | 01/04/2011 | 48.0 | $317,997.86 |
004 | Adds 6" Underdrain | Approved | 10/25/2010 | 5.0 | $28,171.00 |
005 | Add'l. Work at Bridge F | Approved | 10/03/2011 | 28.0 | $48,526.90 |
006 | Adds 90" Quad-Guard Elite Impact Attenuator | Approved | 10/03/2011 | 0.0 | $39,046.11 |
007 | Re-mobilization for Cable Barrier | Approved | 03/05/2013 | 0.0 | $7,065.62 |
009 | Additional Staking Charges | Approved | 10/07/2014 | 0.0 | $10,804.50 |
010 | Final Quantity Change Order | Approved | 07/09/2015 | 0.0 | $-718,721.80 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0014 | $-31,587.86 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0015 | $-4,740.58 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0016 | $-9.85 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0013 | $66,100.00 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0020 | $-13,585.98 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0013 | $-14,666.68 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0027 | $-1,509.05 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Closure | 0034 | $-1,558.71 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0031 | $-11,408.23 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0029 | $-6,266.26 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0028 | $-36,788.89 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0021 | $71,015.40 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0027 | $-14,993.31 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Closure | 0025 | $-71,040.11 |
20313(04) | 0013 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0024 | $71,040.11 |
20313(04) | 0023 | Stockpiled Material Closure | 0040 | $0.01 | |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0015 | $-7,207.04 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0015 | $7,207.04 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0015 | $91,247.83 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0015 | $-91,247.83 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0016 | $14,414.07 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0016 | $-14,414.07 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0016 | $-890.41 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0016 | $890.41 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Initial Payment | 0016 | $182,495.66 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0021 | $-41,603.34 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0016 | $-130,276.15 |
20313(04) | 0023 | REBAR (AML) | Stockpiled Material Adjustment | 0018 | $-10,616.18 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0027 | $-6,065.03 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0025 | $-517.52 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0014 | $-7,229.55 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0013 | $35,475.00 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0013 | $-15,645.28 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0020 | $-6,017.62 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0025 | $-551.96 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0031 | $-979.13 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0021 | $37,836.05 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Closure | 0034 | $-3,726.21 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0027 | $-32,578.75 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Closure | 0025 | $-37,812.11 |
20313(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0024 | $37,812.11 |
20313(04) | 0040 | Beam Guard Rail-w-single | Stockpiled Material Initial Payment | 0007 | $1,825.32 |
20313(04) | 0040 | Beam Guard Rail-w-single | Stockpiled Material Adjustment | 0019 | $-1,825.32 |
20313(04) | 0040 | Beam Guard Rail-w-beam-single3 | Stockpiled Material Initial Payment | 0007 | $24,108.00 |
20313(04) | 0040 | Beam Guard Rail-w-beam-single3 | Stockpiled Material Adjustment | 0019 | $-24,108.00 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Initial Payment | 0007 | $30,135.00 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Adjustment | 0032 | $-30,135.00 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Initial Payment | 0022 | $30,135.00 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Adjustment | 0019 | $-26,114.13 |
20313(04) | 0040 | Beam Guard rail-w-beam-single | Stockpiled Material Adjustment | 0021 | $-4,020.87 |
20313(04) | 0041 | Beam guard rail-w-beam-double | Stockpiled Material Closure | 0035 | $-1,897.50 |
20313(04) | 0041 | Beam guard rail-w-beam-double | Stockpiled Material Initial Payment | 0007 | $1,897.50 |
20313(04) | 0042 | Thrie beam bride connection-type A | Stockpiled Material Adjustment | 0019 | $-9,144.00 |
20313(04) | 0042 | Thrie beam bride connection-type A | Stockpiled Material Adjustment | 0021 | $-1,524.00 |
20313(04) | 0042 | Thrie beam bride connection-type A | Stockpiled Material Initial Payment | 0007 | $16,764.00 |
20313(04) | 0042 | Thrie beam bride connection-type A | Stockpiled Material Adjustment | 0032 | $-6,096.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Initial Payment | 0007 | $14,500.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Closure | 0035 | $-2,900.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Adjustment | 0032 | $-2,900.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Adjustment | 0021 | $-2,900.00 |
20313(04) | 0043 | GET Guardrail end section | Stockpiled Material Adjustment | 0019 | $-5,800.00 |
20313(04) | 0057 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $2,511.85 |
20313(04) | 0057 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0017 | $-2,511.85 |
20313(04) | 0077 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $2,511.85 |
20313(04) | 0077 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0029 | $-2,511.85 |
20313(04) | 0097 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $6,355.72 |
20313(04) | 0097 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0017 | $-6,355.72 |
20313(04) | 0117 | BR DECK SEAL-EPX PEN | Stockpiled Material Adjustment | 0029 | $-9,922.75 |
20313(04) | 0117 | BR DECK SEAL-EPX PEN | Stockpiled Material Initial Payment | 0007 | $9,922.75 |
20313(04) | 0127 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-16,051.71 |
20313(04) | 0127 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0015 | $16,051.71 |
20313(04) | 0129 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-4,183.67 |
20313(04) | 0129 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0015 | $4,183.67 |
20313(04) | 0173 | Walkway & Handrail | Stockpiled Material Adjustment | 0018 | $-5,980.88 |
20313(04) | 0173 | Walkway & Handrail | Stockpiled Material Initial Payment | 0008 | $5,980.88 |
20313(04) | 0174 | Type C-1 Structure 65' 0" | Stockpiled Material Initial Payment | 0008 | $20,348.51 |
20313(04) | 0174 | Type C-1 Structure 65' 0" | Stockpiled Material Adjustment | 0009 | $-20,348.51 |
20313(04) | 0174 | Type C-1 Structure 80' 0" | Stockpiled Material Adjustment | 0009 | $-22,543.19 |
20313(04) | 0174 | Type C-1 Structure 80' 0" | Stockpiled Material Initial Payment | 0008 | $22,543.19 |
20313(04) | 0175 | Overhead Sign Structure Ty C-1 65' | Stockpiled Material Initial Payment | 0010 | $20,348.51 |
20313(04) | 0175 | Overhead Sign Structure Ty C-1 65' | Stockpiled Material Adjustment | 0018 | $-20,348.51 |
20313(04) | 0176 | Overhead Sign Str. Ty. C-1 80' | Stockpiled Material Adjustment | 0018 | $-22,543.19 |
20313(04) | 0176 | Overhead Sign Str. Ty. C-1 80' | Stockpiled Material Initial Payment | 0010 | $22,543.19 |
20313(04) | 0207 | Cable End Anchor Unit | Stockpiled Material Initial Payment | 0030 | $2,184.71 |
20313(04) | 0207 | Cable End Anchor Unit | Stockpiled Material Adjustment | 0032 | $-2,184.71 |
20313(04) | 0208 | Cable Barrier | Stockpiled Material Initial Payment | 0030 | $51,333.17 |
20313(04) | 0208 | Cable Barrier | Stockpiled Material Adjustment | 0034 | $-51,218.07 |
20313(04) | 0208 | Cable Barrier | Stockpiled Material Closure | 0035 | $-115.10 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0027 | --1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0028 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0029 | --11 | $2,000.00 | $-22,000.00 |
System Application of Liquidated Damages | 0030 | --12 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0031 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0032 | --12 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0033 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0034 | -33.0 | $2,000.00 | $66,000.00 |
System Application of Liquidated Damages | 0035 | -7.0 | $2,000.00 | $14,000.00 |
System Application of Liquidated Damages | 0037 | -13.0 | $2,000.00 | $26,000.00 |
System Application of Liquidated Damages | 0038 | -15.0 | $2,000.00 | $30,000.00 | Subtotals For Liquidated Damages | $-6,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20313(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $1,417.40 |
20313(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $1,263.50 |
20313(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 760.99 | $1.94 | $1,478.22 |
20313(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0040 | -10.13 | $2.99 | $-30.31 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $514.87 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $1,888.01 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $1,514.47 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $687.01 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $0.44 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 891.90 | $2.22 | $1,980.02 |
20313(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0040 | 39.68 | $3.42 | $135.71 |
20313(04) | 0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $-3,334.12 |
20313(04) | 0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0021 | 0.00 | $0.00 | $-10,880.58 |
20313(04) | 0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0031 | 0.00 | $0.00 | $-3,370.18 |
20313(04) | 0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | * Material Discrepancy Adjustments | 0034 | 0.00 | $0.00 | $17,584.88 | Subtotals For Line Item Adjustments | $10,849.34 | * = 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: | 090497 | Estimate Number: | 0041 | Primary JP: | 20313(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: IM-STIM(296) | Project: 20313(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 42,436.000 | 42,436.000 | 42,436.000 | $7.00 | $0.00 | $297,052.00 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 800.000 | 800.000 | 800.000 | $12.00 | $0.00 | $9,600.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 30,891.000 | 15,318.000 | 15,318.000 | $1.90 | $0.00 | $29,104.20 | |
0006 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 1.000 | 0.000 | 0.000 | $570.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 464.000 | 0.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 2,007.000 | 2,007.000 | 2,007.000 | $2.16 | $0.00 | $4,335.12 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 105,712.000 | 80,728.610 | 80,728.610 | $1.60 | $0.00 | $129,165.78 | |
0010 | MOWING | 241 2832 | AC | 66.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0011 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 26.000 | 13.000 | 13.000 | $220.00 | $0.00 | $2,860.00 | |
0012 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 19,158.000 | 24,305.750 | 24,305.750 | $1.70 | $0.00 | $41,319.79 | |
0013 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 136,732.000 | 133,401.800 | 133,401.800 | $10.00 | $0.00 | $1,334,018.00 | |
0014 | (SP)LIME | 327(D) 4230 | TON | 4,794.000 | 2,551.510 | 2,551.510 | $170.00 | $0.00 | $433,756.70 | |
0015 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 147,936.000 | 145,227.110 | 145,227.110 | $2.00 | $0.00 | $290,454.22 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 15,253.000 | 9,752.070 | 9,752.070 | $17.50 | $0.00 | $170,661.26 | |
0017 | TACK COAT | 407 0250 | GAL | 64,121.000 | 49,463.000 | 49,463.000 | $5.00 | $0.00 | $247,315.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 22,091.000 | 20,934.240 | 20,934.240 | $6.50 | $0.00 | $136,072.56 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 5,744.000 | 4,614.750 | 4,614.750 | $65.00 | $0.00 | $299,958.75 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,557.000 | 3,077.270 | 3,077.270 | $74.00 | $0.00 | $227,717.98 | |
0021 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 50,379.000 | 37,355.500 | 37,355.500 | $0.21 | $0.00 | $7,844.66 | |
0022 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 62,917.000 | 46,031.720 | 46,031.720 | $6.80 | $0.00 | $313,015.69 | |
0023 | (SP)CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(D) 4425 | SY | 80,196.000 | 71,976.240 | 71,976.240 | $21.00 | $0.00 | $1,511,501.04 | |
0024 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 35,986.000 | 38,719.100 | 38,719.100 | $100.00 | $0.00 | $3,871,910.00 | |
0025 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 150,461.000 | 146,801.140 | 146,801.140 | $1.50 | $0.00 | $220,201.71 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 30.000 | 80.750 | 80.750 | $450.00 | $0.00 | $36,337.50 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 243.000 | 222.780 | 222.780 | $225.00 | $0.00 | $50,125.50 | |
0028 | SLOPE WALL (4") | 510(C) 6134 | SY | 813.000 | 60.110 | 60.110 | $50.00 | $0.00 | $3,005.50 | |
0029 | REINFORCING STEEL | 511(A) 0332 | LB | 5,277.000 | 7,089.010 | 7,089.010 | $0.90 | $0.00 | $6,380.11 | |
0030 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
0031 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 9.000 | 7.000 | 7.000 | $570.00 | $0.00 | $3,990.00 | |
0032 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 750.000 | 814.000 | 814.000 | $40.00 | $0.00 | $32,560.00 | |
0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
0034 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 69,462.000 | 56,926.430 | 56,926.430 | $4.60 | $0.00 | $261,861.59 | |
0035 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 52,163.000 | 46,172.840 | 46,172.840 | $3.80 | $0.00 | $175,456.80 | |
0036 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 6,284.000 | 39,911.600 | 39,911.600 | $6.60 | $0.00 | $263,416.57 | |
0037 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 7,693.000 | 8,380.000 | 8,380.000 | $2.00 | $0.00 | $16,760.00 | |
0038 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 1,656.000 | 2,003.200 | 2,003.200 | $13.00 | $0.00 | $26,041.60 | |
0039 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,388.000 | 2,172.500 | 2,172.500 | $4.00 | $0.00 | $8,690.00 | |
0040 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 6,512.000 | 7,114.500 | 7,114.500 | $15.15 | $0.00 | $107,784.68 | |
0041 | BEAM GUARD RAIL-W-BEAM-DOUBLE | 623(B) 1200 | LF | 150.000 | 150.000 | 150.000 | $22.00 | $0.00 | $3,300.00 | |
0042 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 22.000 | 24.000 | 24.000 | $1,300.00 | $0.00 | $31,200.00 | |
0043 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 10.000 | 9.000 | 9.000 | $2,200.00 | $0.00 | $19,800.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $10,680,574.31 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0200/BRIDGE 'A' | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 145.000 | 145.000 | 145.000 | $18.00 | $0.00 | $2,610.00 | |
0045 | CLSM BACKFILL | 501(G) 6309 | CY | 145.000 | 145.000 | 145.000 | $85.00 | $0.00 | $12,325.00 | |
0046 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 0.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0047 | APPROACH SLAB | 504(A) 1304 | SY | 370.400 | 370.400 | 370.400 | $165.00 | $0.00 | $61,116.00 | |
0048 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 121.100 | 121.100 | 121.100 | $240.00 | $0.00 | $29,064.00 | |
0049 | CONCRETE PARAPET | 504(F) 1381 | LF | 175.400 | 175.400 | 175.400 | $73.00 | $0.00 | $12,804.20 | |
0050 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 50.700 | 13.160 | 13.160 | $585.00 | $0.00 | $7,698.60 | |
0051 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 538.100 | 538.100 | 538.100 | $19.00 | $0.00 | $10,223.90 | |
0052 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0053 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 304.000 | 304.000 | 304.000 | $4.40 | $0.00 | $1,337.60 | |
0054 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 184.000 | 0.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0055 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 16.000 | 0.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0056 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 41.300 | 56.170 | 56.170 | $460.00 | $0.00 | $25,838.20 | |
0057 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 721.300 | 721.300 | 721.300 | $15.00 | $0.00 | $10,819.50 | |
0058 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 538.100 | 538.100 | 538.100 | $17.00 | $0.00 | $9,147.70 | |
0059 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 6.000 | 10.000 | 10.000 | $1,800.00 | $0.00 | $18,000.00 | |
0060 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 3.000 | 1.500 | 1.500 | $3,800.00 | $0.00 | $5,700.00 | |
0061 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 3.000 | 0.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0062 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $4,200.00 | $0.00 | $8,400.00 | |
0063 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $9,500.00 | $0.00 | $9,500.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $229,584.70 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0201/BRIDGE 'B' | ||||||||
0064 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 140.000 | 140.000 | 140.000 | $18.00 | $0.00 | $2,520.00 | |
0065 | CLSM BACKFILL | 501(G) 6309 | CY | 140.000 | 140.000 | 140.000 | $85.00 | $0.00 | $11,900.00 | |
0066 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 0.000 | 0.000 | $2,700.00 | $0.00 | $0.00 | |
0067 | APPROACH SLAB | 504(A) 1304 | SY | 370.400 | 370.400 | 370.400 | $165.00 | $0.00 | $61,116.00 | |
0068 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 121.100 | 121.100 | 121.100 | $250.00 | $0.00 | $30,275.00 | |
0069 | CONCRETE PARAPET | 504(F) 1381 | LF | 175.400 | 175.400 | 175.400 | $80.00 | $0.00 | $14,032.00 | |
0070 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 50.700 | 50.360 | 50.360 | $550.00 | $0.00 | $27,698.00 | |
0071 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 538.100 | 538.100 | 538.100 | $19.00 | $0.00 | $10,223.90 | |
0072 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0073 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 304.000 | 304.000 | 304.000 | $4.40 | $0.00 | $1,337.60 | |
0074 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 482.000 | 0.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0075 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 39.000 | 0.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0076 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 32.300 | 78.360 | 78.360 | $460.00 | $0.00 | $36,045.60 | |
0077 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 721.300 | 721.300 | 721.300 | $15.00 | $0.00 | $10,819.50 | |
0078 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 538.100 | 538.100 | 538.100 | $17.00 | $0.00 | $9,147.70 | |
0079 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 6.000 | 11.000 | 11.000 | $1,800.00 | $0.00 | $19,800.00 | |
0080 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 3.000 | 5.000 | 5.000 | $8,800.00 | $0.00 | $44,000.00 | |
0081 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 3.000 | 0.000 | 0.000 | $18,000.00 | $0.00 | $0.00 | |
0082 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $4,300.00 | $0.00 | $8,600.00 | |
0083 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $308,515.30 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0202/BRIDGE 'C' | ||||||||
0084 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 95.000 | 95.000 | 95.000 | $18.00 | $0.00 | $1,710.00 | |
0085 | CLSM BACKFILL | 501(G) 6309 | CY | 95.000 | 95.000 | 95.000 | $85.00 | $0.00 | $8,075.00 | |
0086 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 0.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0087 | APPROACH SLAB | 504(A) 1304 | SY | 294.300 | 294.300 | 294.300 | $175.00 | $0.00 | $51,502.50 | |
0088 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 197.300 | 197.300 | 197.300 | $245.00 | $0.00 | $48,338.50 | |
0089 | CONCRETE PARAPET | 504(F) 1381 | LF | 158.000 | 158.000 | 158.000 | $96.00 | $0.00 | $15,168.00 | |
0090 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 82.300 | 26.320 | 26.320 | $1,100.00 | $0.00 | $28,952.00 | |
0091 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 2,405.900 | 2,405.900 | 2,405.900 | $19.00 | $0.00 | $45,712.10 | |
0092 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0093 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 407.000 | 407.000 | 407.000 | $4.40 | $0.00 | $1,790.80 | |
0094 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 786.000 | 135.000 | 135.000 | $17.00 | $0.00 | $2,295.00 | |
0095 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 63.000 | 0.500 | 0.500 | $115.00 | $0.00 | $57.50 | |
0096 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 54.900 | 106.610 | 106.610 | $460.00 | $0.00 | $49,040.60 | |
0097 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 1,825.100 | 1,825.100 | 1,825.100 | $15.00 | $0.00 | $27,376.50 | |
0098 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 2,405.900 | 2,405.900 | 2,405.900 | $17.00 | $0.00 | $40,900.30 | |
0099 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 10.000 | 4.000 | 4.000 | $1,800.00 | $0.00 | $7,200.00 | |
0100 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 7.000 | 0.000 | 0.000 | $3,800.00 | $0.00 | $0.00 | |
0101 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 7.000 | 0.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0102 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $3,400.00 | $0.00 | $6,800.00 | |
0103 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $7,100.00 | $0.00 | $7,100.00 | |
Subtotals For Category 0202/BRIDGE 'C' | $0.00 | $347,018.80 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0203/BRIDGE 'D' | ||||||||
0104 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 100.000 | $18.00 | $0.00 | $1,800.00 | |
0105 | CLSM BACKFILL | 501(G) 6309 | CY | 100.000 | 100.000 | 100.000 | $85.00 | $0.00 | $8,500.00 | |
0106 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 0.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0107 | APPROACH SLAB | 504(A) 1304 | SY | 239.200 | 239.200 | 239.200 | $165.00 | $0.00 | $39,468.00 | |
0108 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 252.000 | 252.000 | 252.000 | $240.00 | $0.00 | $60,480.00 | |
0109 | CONCRETE PARAPET | 504(F) 1381 | LF | 173.700 | 173.700 | 173.700 | $115.00 | $0.00 | $19,975.50 | |
0110 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 104.300 | 104.230 | 104.230 | $590.00 | $0.00 | $61,495.70 | |
0111 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 1,873.100 | 1,873.100 | 1,873.100 | $19.00 | $0.00 | $35,588.90 | |
0112 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0113 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 546.000 | 546.000 | 546.000 | $4.40 | $0.00 | $2,402.40 | |
0114 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 875.000 | 216.000 | 216.000 | $17.00 | $0.00 | $3,672.00 | |
0115 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 69.000 | 0.750 | 0.750 | $115.00 | $0.00 | $86.25 | |
0116 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 157.100 | 116.170 | 116.170 | $460.00 | $0.00 | $53,438.20 | |
0117 | (SP) DECK AREA SEALED (FLOODCOATS) | 523(C) 6570 | SY | 2,849.400 | 2,849.400 | 2,849.400 | $15.00 | $0.00 | $42,741.00 | |
0118 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 1,873.100 | 1,873.100 | 1,873.100 | $17.00 | $0.00 | $31,842.70 | |
0119 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 18.000 | 1.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
0120 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 13.000 | 0.000 | 0.000 | $3,800.00 | $0.00 | $0.00 | |
0121 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 13.000 | 0.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0122 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $3,200.00 | $0.00 | $6,400.00 | |
0123 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0203/BRIDGE 'D' | $0.00 | $379,690.65 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0204/BRIDGE 'E' | ||||||||
0124 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 230.000 | 230.000 | 230.000 | $18.00 | $0.00 | $4,140.00 | |
0125 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 186.000 | 186.000 | $85.00 | $0.00 | $15,810.00 | |
0126 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 0.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0127 | APPROACH SLAB | 504(A) 1304 | SY | 400.100 | 400.100 | 400.100 | $165.00 | $0.00 | $66,016.50 | |
0128 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 117.600 | 117.600 | 117.600 | $240.00 | $0.00 | $28,224.00 | |
0129 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 481.200 | 481.200 | 481.200 | $40.00 | $0.00 | $19,248.00 | |
0130 | STRUCTURAL STEEL | 506(A) 1322 | LB | 48,810.000 | 48,810.000 | 48,810.000 | $1.88 | $0.00 | $91,762.80 | |
0131 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 446.900 | 446.900 | 446.900 | $20.00 | $0.00 | $8,938.00 | |
0132 | CLASS AA CONCRETE | 509(A) 0319 | CY | 252.500 | 252.500 | 252.500 | $770.00 | $0.00 | $194,425.00 | |
0133 | CLASS A CONCRETE | 509(B) 1328 | CY | 64.500 | 64.500 | 64.500 | $700.00 | $0.00 | $45,150.00 | |
0134 | SLOPE WALL (4") | 510(C) 6134 | SY | 176.300 | 176.300 | 176.300 | $73.00 | $0.00 | $12,869.90 | |
0135 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 66,790.000 | 66,790.000 | 66,790.000 | $0.81 | $0.00 | $54,099.90 | |
0136 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
0137 | COLLECTION & HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $4,400.00 | $0.00 | $4,400.00 | |
0138 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 410.000 | 410.000 | 410.000 | $95.00 | $0.00 | $38,950.00 | |
0139 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 410.000 | 379.510 | 379.510 | $29.00 | $0.00 | $11,005.79 | |
0140 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 753.000 | 753.000 | 753.000 | $4.40 | $0.00 | $3,313.20 | |
0141 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 153.000 | 153.000 | 153.000 | $365.00 | $0.00 | $55,845.00 | |
0142 | PREPARATION OF CRACKS ABOVE WATER | 520(A) 6058 | LF | 297.000 | 3.000 | 3.000 | $17.00 | $0.00 | $51.00 | |
0143 | EPOXY RESIN ABOVE WATER | 520(C) 6060 | GAL | 26.000 | 0.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0144 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 41.100 | 35.170 | 35.170 | $460.00 | $0.00 | $16,178.20 | |
0145 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 56.900 | 0.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0146 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 0.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0147 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 446.900 | 446.900 | 446.900 | $18.00 | $0.00 | $8,044.20 | |
0148 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $1,100.00 | $0.00 | $8,800.00 | |
0149 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 8.000 | 8.000 | 8.000 | $1,100.00 | $0.00 | $8,800.00 | |
0150 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 4.000 | 3.000 | 3.000 | $3,800.00 | $0.00 | $11,400.00 | |
0151 | (PL)REPLACE BRIDGE ITEM (TYPE B) | 545 4825 | EA | 4.000 | 0.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0152 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 112.000 | 100.000 | 100.000 | $22.00 | $0.00 | $2,200.00 | |
0153 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 34.000 | 34.000 | 34.000 | $19.00 | $0.00 | $646.00 | |
0154 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 2.000 | 2.000 | 2.000 | $4,400.00 | $0.00 | $8,800.00 | |
0155 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $6,400.00 | $0.00 | $6,400.00 | |
0156 | (PL)REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2530 | LSUM | 1.000 | 1.000 | 1.000 | $33,000.00 | $0.00 | $33,000.00 | |
0157 | (PL)REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2540 | LSUM | 1.000 | 1.000 | 1.000 | $5,900.00 | $0.00 | $5,900.00 | |
0158 | (PL)REMOVAL OF BRIDGE ITEM (TYPE E) | 619(B) 2555 | EA | 3.000 | 3.000 | 3.000 | $5,500.00 | $0.00 | $16,500.00 | |
Subtotals For Category 0204/BRIDGE 'E' | $0.00 | $930,917.49 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0205/BRIDGE 'F' | ||||||||
8100 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 75.250 | 75.250 | $175.00 | $0.00 | $13,168.75 | |
8110 | CONCRETE PARAPET | 504(F) 1381 | LF | 0.000 | 65.750 | 65.750 | $115.00 | $0.00 | $7,561.25 | |
8120 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 0.000 | 21.330 | 21.330 | $20.00 | $0.00 | $426.60 | |
8130 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 0.000 | 21.330 | 21.330 | $4.40 | $0.00 | $93.85 | |
8150 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 4.880 | 4.880 | $700.00 | $0.00 | $3,416.00 | |
8160 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 517.000 | 517.000 | $0.90 | $0.00 | $465.30 | |
8170 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 44.800 | 44.800 | $85.00 | $0.00 | $3,808.00 | |
8180 | (PL)REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 0.000 | 1.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
Subtotals For Category 0205/BRIDGE 'F' | $0.00 | $44,939.75 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0300/TRAFFIC SIGNING AND STRIPING | ||||||||
0159 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 30.700 | 84.460 | 84.460 | $970.00 | $0.00 | $81,926.20 | |
0160 | REINFORCING STEEL | 804(B) 2916 | LB | 7,140.000 | 7,012.000 | 7,012.000 | $1.08 | $0.00 | $7,572.96 | |
0161 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 966.000 | 839.980 | 839.980 | $20.00 | $0.00 | $16,799.60 | |
0162 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 1,757.600 | 1,834.500 | 1,834.500 | $20.00 | $0.00 | $36,690.00 | |
0163 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 2,010.800 | 2,010.750 | 2,010.750 | $20.00 | $0.00 | $40,215.00 | |
0164 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 165.000 | 165.000 | 165.000 | $16.50 | $0.00 | $2,722.50 | |
0165 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 168.700 | 168.800 | 168.800 | $19.50 | $0.00 | $3,291.60 | |
0166 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 132.600 | 132.600 | 132.600 | $25.00 | $0.00 | $3,315.00 | |
0167 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 183.800 | 183.800 | 183.800 | $40.00 | $0.00 | $7,352.00 | |
0168 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 200.000 | 172.000 | 172.000 | $15.00 | $0.00 | $2,580.00 | |
0169 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 68.000 | 68.000 | 68.000 | $18.50 | $0.00 | $1,258.00 | |
0170 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 520.000 | 400.000 | 400.000 | $21.00 | $0.00 | $8,400.00 | |
0171 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 63.000 | 63.000 | 63.000 | $3.30 | $0.00 | $207.90 | |
0172 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 397.000 | 397.000 | 397.000 | $3.30 | $0.00 | $1,310.10 | |
0173 | (PL)OVERHEAD SIGN STRUCTURE WALKWAY & HANDRAIL-INTERNAL | 852 8603 | LF | 145.000 | 145.000 | 145.000 | $102.00 | $0.00 | $14,790.00 | |
0174 | (PL)REPAIR OVHD.SN.STR.TYPE C-1 ALUM. | 852(K) 8772 | EA | 3.000 | 3.000 | 3.000 | $8,800.00 | $0.00 | $26,400.00 | |
0175 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.65' | 852A/B 8952 | EA | 1.000 | 1.000 | 1.000 | $52,000.00 | $0.00 | $52,000.00 | |
0176 | OVHD.SN.STR.TYPE C-1 ALUM./G.STL.80' | 852A/B 8964 | EA | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
0177 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 56,580.000 | 62,937.000 | 62,937.000 | $0.50 | $0.00 | $31,468.50 | |
0178 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 18,180.000 | 17,820.000 | 17,820.000 | $0.51 | $0.00 | $9,088.20 | |
0179 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 9,645.000 | 10,457.000 | 10,457.000 | $0.81 | $0.00 | $8,470.17 | |
0180 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 890(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $10,600.00 | $0.00 | $10,600.00 | |
0181 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 890(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 | |
Subtotals For Category 0300/TRAFFIC SIGNING AND STRIPING | $0.00 | $422,757.73 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0301/CONSTRUCTION TRAFFIC CONTROL | ||||||||
0182 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 14,960.000 | 15,825.000 | 15,825.000 | $3.37 | $0.00 | $53,330.25 | |
0183 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 14,960.000 | 14,912.500 | 14,912.500 | $27.00 | $0.00 | $402,637.50 | |
0184 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 60,000.000 | 108,547.000 | 108,547.000 | $0.06 | $0.00 | $6,512.82 | |
0185 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,500.000 | 0.000 | 0.000 | $0.70 | $0.00 | $0.00 | |
0186 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 13,200.000 | 2,861.000 | 2,861.000 | $0.54 | $0.00 | $1,544.94 | |
0187 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 34,000.000 | 46,124.780 | 46,124.780 | $0.04 | $0.00 | $1,844.99 | |
0188 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 365.000 | 421.000 | 421.000 | $8.65 | $0.00 | $3,641.65 | |
0189 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 365.000 | 383.000 | 383.000 | $3.25 | $0.00 | $1,244.75 | |
0190 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 51,100.000 | 97,432.000 | 97,432.000 | $1.08 | $0.00 | $105,226.56 | |
0191 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 730.000 | 1,010.000 | 1,010.000 | $33.00 | $0.00 | $33,330.00 | |
0192 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 24,570.000 | 66,532.000 | 66,532.000 | $0.54 | $0.00 | $35,927.28 | |
0193 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 19,150.000 | 36,174.000 | 36,174.000 | $0.54 | $0.00 | $19,533.96 | |
0194 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 10,330.000 | 38,921.000 | 38,921.000 | $1.08 | $0.00 | $42,034.68 | |
0195 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 13,530.000 | 39,510.000 | 39,510.000 | $0.11 | $0.00 | $4,346.10 | |
0196 | WING BARRICADES | 880(C) 8848 | SD | 730.000 | 4,905.000 | 4,905.000 | $1.08 | $0.00 | $5,297.40 | |
0197 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 32,890.000 | 77,181.000 | 77,181.000 | $0.02 | $0.00 | $1,543.62 | |
0198 | DRUMS | 880(F) 8878 | SD | 73,370.000 | 221,090.000 | 221,090.000 | $0.02 | $0.00 | $4,421.80 | |
0199 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 60.000 | 102.000 | 102.000 | $53.00 | $0.00 | $5,406.00 | |
0200 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 3,650.000 | 4,350.000 | 4,350.000 | $24.00 | $0.00 | $104,400.00 | |
0201 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 2,920.000 | 2,820.000 | 2,820.000 | $16.50 | $0.00 | $46,530.00 | |
0202 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 730.000 | 940.000 | 940.000 | $32.50 | $0.00 | $30,550.00 | |
0203 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 365.000 | 940.000 | 940.000 | $11.00 | $0.00 | $10,340.00 | |
0204 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,460.000 | 964.000 | 964.000 | $4.30 | $0.00 | $4,145.20 | |
Subtotals For Category 0301/CONSTRUCTION TRAFFIC CONTROL | $0.00 | $923,789.50 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0302/CABLE BARRIER | ||||||||
0205 | AGGREGATE BASE | 303 5912 | TON | 1,426.000 | 1,835.440 | 1,835.440 | $35.00 | $0.00 | $64,240.40 | |
0206 | CLASS AA CONCRETE | 509(A) 0319 | CY | 80.000 | 84.180 | 84.180 | $650.00 | $0.00 | $54,717.00 | |
0207 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 2.000 | 4.000 | 4.000 | $2,600.00 | $0.00 | $10,400.00 | |
0208 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 8,920.000 | 9,750.000 | 9,750.000 | $10.00 | $0.00 | $97,500.00 | |
0209 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 1.000 | $4,900.00 | $0.00 | $4,900.00 | |
Subtotals For Category 0302/CABLE BARRIER | $0.00 | $231,757.40 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0600/STAKING | ||||||||
0210 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $50,000.00 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0640/CONSTRUCTION | ||||||||
0211 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0212 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0213 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $500,000.00 | $0.00 | $500,000.00 | |
0214 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $29,000.00 | $0.00 | $29,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $541,000.00 | ||||||||
Fed/State Project Number: IM-STIM(296) | Project: 20313(04) | Category: 0850/Non ARRA Funding | ||||||||
8010 | TERMINAL JOINT SLEEPER SLAB | 414(G) 5263 | SY | 0.000 | 746.640 | 746.640 | $99.85 | $0.00 | $74,552.00 | |
8030 | (SP)DOWEL JOINTED P.C.C.PAVT.(PLACEMENT) | 414(A1) 5725 | SY | 0.000 | 13,782.850 | 13,782.850 | $18.01 | $0.00 | $248,229.13 | |
8050 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 0.000 | 702.000 | 702.000 | $25.61 | $0.00 | $17,978.22 | |
8060 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 0.000 | 2.000 | 2.000 | $557.02 | $0.00 | $1,114.05 | |
8070 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 350.000 | 350.000 | $7.42 | $0.00 | $2,599.45 | |
8080 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 0.000 | 1.000 | 1.000 | $35,848.67 | $0.00 | $35,848.67 | |
8140 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2515 | EA | 0.000 | 1.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 | |
8200 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 0.000 | 1.000 | 1.000 | $39,046.11 | $0.00 | $39,046.11 | |
8250 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $7,065.62 | $0.00 | $7,065.62 | |
8300 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $10,804.50 | $0.00 | $10,804.50 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $439,437.75 | ||||||||
Subtotals For Project IM-STIM(296) /20313(04) | $0.00 | $15,529,983.38 |