Contract ID: | 110490 | Estimate Number: | 0049 , Final | Spec Year: | 2009 | |||
Primary JP: | 27909(04) | Residency: | PERRY (04100) | Contract No: | 710558 | |||
Date Created: | 04/20/2015 | Contractor FEI: | 730764097A | Account No: | 400400 |
Project Number(s): | IMY-0035-4(244)186, SBR-152N(191)SB | ||||||||
Contract Description: | BRIDGE, APPROACHES, AND CABLE BARRIER I-35: OVER US-64 (FIR STREET) 1.0 MILE NORTH OF US-77 IN PERRY; AND OVER B.N.S.F. RAILROAD. PROJECT LENGTH = 0.740 MILE. | ||||||||
Primary County: | NOBLE | ||||||||
Name of Road: | I-35 | ||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | Time Charged: | 495.00 | ||||||
5601 S. 122ND E. AVE. | Time Allowed: | 559.00 | |||||||
TULSA , OK 74146 | Percent Time: | 88.55 % |
Paid To Date: | $6,898,038.43 | 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. |
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: | 110490 | Estimate Number: | 0049 | Contract No: | 710558 | |||
Residency: | PERRY (04100) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | IMY-0035-4(244)186, SBR-152N(191)SB | ||||||||||||
Primary Job Piece No: | 27909(04) | ||||||||||||
Contract Description: | BRIDGE, APPROACHES, AND CABLE BARRIER I-35: OVER US-64 (FIR STREET) 1.0 MILE NORTH OF US-77 IN PERRY; AND OVER B.N.S.F. RAILROAD. PROJECT LENGTH = 0.740 MILE. | ||||||||||||
Primary County: | NOBLE | ||||||||||||
Name of Road: | I-35 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 03/12/2015 TO 03/31/2015 |
Date Awarded: | 11/07/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 300 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | 06/17/2014 | Current Time Charged: | 495.00 |
Date NTP Issued: | 12/07/2011 | Completion Date: | 06/17/2014 | Current Time Allowed: | 559.00 |
General Liability Expires: | 10/01/2015 | Workman's Comp Expires: | 10/01/2015 | Percent Time Used: | 88.55 % |
Specification Year: | 2009 | ||||
Bid Amount: | $6,254,011.33 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $6,907,316.28 | Participating: | $6,888,730.10 | $6,888,730.10 | $0.00 | ||
Percent Complete: | 99.87 % | Non Participating: | $9,308.33 | $9,308.33 | $0.00 | ||
Unearned Balance: | $9,277.85 | Total Earnings: | $6,898,038.43 | $6,898,038.43 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $6,898,038.43 | $6,898,038.43 | $0.00 | ||||
Other Adjustments: | $505,000.00 | $505,000.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-505,000.00 | $-505,000.00 | $0.00 | ||||
TOTAL: | $6,898,038.43 | $6,898,038.43 | $0.00 |
Contract ID: | 110490 | Estimate Number: | 0049 | Primary JP: | 27909(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | SHOULDER RECONSTRUCTION, CL.C BRIDGE DECK REPAIRS, 30 DAYS | Approved | 05/08/2012 | 30.0 | $164,536.05 |
002 | CORRECTIONS TO PLAN GUARDRAIL AND DELINEATOR ITEMS | Approved | 05/08/2012 | 0.0 | $6,000.00 |
003 | OVERRUN ESTIMATED PATCHING QUANTITIES APPROVED BY CHANGE #1 | Approved | 11/06/2012 | 0.0 | $129,731.85 |
004 | ADD BRIDGE SURFACE FINISH AND PROVIDE FOR OVERRUNS | Approved | 06/04/2013 | 0.0 | $244,394.16 |
005 | ADD TIME, CONC.RUMBLE STRIP, ASPH.DEDUCTS, SMOOTH BONUS | Approved | 10/08/2013 | 330.0 | $68,429.77 |
006 | REIMBURSEMENT FOR COLOR CHANGE ON CONCRETE PAINT | Approved | 01/06/2015 | 0.0 | $9,308.33 |
007 | ADD STEEL PILING SPLICES FOR BRIDGES A & B | Approved | 03/04/2015 | 0.0 | $9,200.00 |
008 | OVERRUN OF CONSTRUCTION SIGNS AND RAILROAD FENCE DEDUCTION | Approved | 03/04/2015 | 0.0 | $21,704.79 |
009 | FINAL QUANTITY CHANGE ORDER | Approved | 03/13/2015 | 0.0 | $-9,277.93 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27909(04) | 0040 | Beam Guardrail stockpile | Stockpiled Material Adjustment | 0030 | $-5,280.00 |
27909(04) | 0040 | Beam Guardrail stockpile | Stockpiled Material Initial Payment | 0021 | $5,280.00 |
27909(04) | 0041 | Guardrail G.E.T. stockpile | Stockpiled Material Adjustment | 0030 | $-3,108.00 |
27909(04) | 0041 | Guardrail G.E.T. stockpile | Stockpiled Material Initial Payment | 0021 | $3,108.00 |
27909(04) | 0047 | Prestr.Concrete Beams - Bridge A - stockpile | Stockpiled Material Adjustment | 0010 | $-134,605.80 |
27909(04) | 0047 | Prestr.Concrete Beams - Bridge A - stockpile | Stockpiled Material Initial Payment | 0004 | $134,605.80 |
27909(04) | 0058 | Br.A Black Reinf.Steel | Stockpiled Material Initial Payment | 0002 | $648.44 |
27909(04) | 0058 | Br.A Black Reinf.Steel | Stockpiled Material Adjustment | 0009 | $-648.44 |
27909(04) | 0059 | Br.A Epoxy R-Steel | Stockpiled Material Adjustment | 0008 | $-8,562.08 |
27909(04) | 0059 | Br.A Epoxy R-Steel | Stockpiled Material Initial Payment | 0002 | $12,588.83 |
27909(04) | 0059 | Br.A Epoxy R-Steel | Stockpiled Material Adjustment | 0009 | $-4,026.75 |
27909(04) | 0063 | Br.A Drilled Shaft R-Steel | Stockpiled Material Adjustment | 0008 | $-9,288.34 |
27909(04) | 0063 | Br.A Drilled Shaft R-Steel | Stockpiled Material Adjustment | 0009 | $-4,421.78 |
27909(04) | 0063 | Br.A Drilled Shaft R-Steel | Stockpiled Material Initial Payment | 0002 | $13,710.12 |
27909(04) | 0072 | Prestr.Concrete Beams - Bridge B - stockpile | Stockpiled Material Initial Payment | 0005 | $134,605.80 |
27909(04) | 0072 | Prestr.Concrete Beams - Bridge B - stockpile | Stockpiled Material Adjustment | 0022 | $-134,605.80 |
27909(04) | 0075 | Br.B - line 0075 - Parapet Epoxy R-Steel | Stockpiled Material Adjustment | 0027 | $-2,409.29 |
27909(04) | 0075 | Br.B - line 0075 - Parapet Epoxy R-Steel | Stockpiled Material Adjustment | 0026 | $-2,409.29 |
27909(04) | 0075 | Br.B - line 0075 - Parapet Epoxy R-Steel | Stockpiled Material Initial Payment | 0022 | $4,818.58 |
27909(04) | 0078 | Expansion Bearing Assembly - Bridge B | Stockpiled Material Adjustment | 0022 | $-58,944.30 |
27909(04) | 0078 | Expansion Bearing Assembly - Bridge B | Stockpiled Material Initial Payment | 0012 | $58,944.30 |
27909(04) | 0083 | Br.B Black Reinf.Steel | Stockpiled Material Initial Payment | 0002 | $648.44 |
27909(04) | 0083 | Br.B Black Reinf.Steel | Stockpiled Material Adjustment | 0020 | $-648.44 |
27909(04) | 0084 | Br.B Epoxy R-Steel | Stockpiled Material Initial Payment | 0002 | $10,061.86 |
27909(04) | 0084 | Br.B Epoxy R-Steel | Stockpiled Material Adjustment | 0021 | $-2,285.66 |
27909(04) | 0084 | Br.B Epoxy R-Steel | Stockpiled Material Adjustment | 0020 | $-7,776.20 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0023 | $-2,931.12 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0022 | $-8,467.68 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Initial Payment | 0022 | $33,903.76 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0025 | $-16,642.72 |
27909(04) | 0084 | Br.B - line 0084 - Pier Barrier & Deck Epoxy Steel | Stockpiled Material Adjustment | 0024 | $-5,862.24 |
27909(04) | 0088 | Br.B Drilled Shaft R-Steel | Stockpiled Material Initial Payment | 0002 | $13,710.12 |
27909(04) | 0088 | Br.B Drilled Shaft R-Steel | Stockpiled Material Adjustment | 0020 | $-13,710.12 |
27909(04) | 8006 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Initial Payment | 0021 | $1,586.00 |
27909(04) | 8006 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Adjustment | 0030 | $-1,586.00 |
28310(04) | 0136 | Beam Guardrail stockpile | Stockpiled Material Adjustment | 0030 | $-1,713.60 |
28310(04) | 0136 | Beam Guardrail stockpile | Stockpiled Material Adjustment | 0032 | $-648.00 |
28310(04) | 0136 | Beam Guardrail stockpile | Stockpiled Material Initial Payment | 0021 | $2,361.60 |
28310(04) | 0137 | Guardrail Anchor Type B stockpile | Stockpiled Material Initial Payment | 0021 | $489.00 |
28310(04) | 0137 | Guardrail Anchor Type B stockpile | Stockpiled Material Adjustment | 0032 | $-163.00 |
28310(04) | 0137 | Guardrail Anchor Type B stockpile | Stockpiled Material Adjustment | 0030 | $-326.00 |
28310(04) | 0138 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Initial Payment | 0021 | $4,758.00 |
28310(04) | 0138 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Adjustment | 0032 | $-1,586.00 |
28310(04) | 0138 | Guardrail Thrie Beam Connection stockpile | Stockpiled Material Adjustment | 0030 | $-3,172.00 |
28310(04) | 0159 | RR Br.B - line 0159 - Parapet Epoxy R-Steel | Stockpiled Material Initial Payment | 0022 | $2,947.28 |
28310(04) | 0159 | RR Br.B - line 0159 - Parapet Epoxy R-Steel | Stockpiled Material Adjustment | 0028 | $-2,947.28 |
28310(04) | 0162 | RR Br.B - line 0162 - Deck Epoxy R-Steel | Stockpiled Material Initial Payment | 0022 | $24,648.43 |
28310(04) | 0162 | RR Br.B - line 0162 - Deck Epoxy R-Steel | Stockpiled Material Adjustment | 0027 | $-24,648.43 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0026 | --5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0027 | --19 | $1,000.00 | $-19,000.00 |
System Application of Liquidated Damages | 0028 | --11 | $1,000.00 | $-11,000.00 |
System Application of Liquidated Damages | 0029 | --8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0030 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0031 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0032 | --8.0 | $1,000.00 | $-8,000.00 |
System Application of Liquidated Damages | 0033 | --7.0 | $1,000.00 | $-7,000.00 |
System Application of Liquidated Damages | 0034 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0035 | --13 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0036 | --9.0 | $1,000.00 | $-9,000.00 |
System Application of Liquidated Damages | 0037 | --23 | $1,000.00 | $-23,000.00 |
System Application of Liquidated Damages | 0038 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0039 | --4.0 | $1,000.00 | $-4,000.00 |
System Application of Liquidated Damages | 0040 | -160 | $1,000.00 | $160,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0025 | $30,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0026 | $75,000.00 |
LD Adjustment (Prog. Est. Only) | 0026 | $5,000.00 |
LD Adjustment (Prog. Est. Only) | 0027 | $19,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $140,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0028 | $80,000.00 |
LD Adjustment (Prog. Est. Only) | 0028 | $11,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0029 | $75,000.00 |
LD Adjustment (Prog. Est. Only) | 0029 | $8,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0030 | $75,000.00 |
LD Adjustment (Prog. Est. Only) | 0030 | $12,000.00 |
LD Adjustment (Prog. Est. Only) | 0031 | $13,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0031 | $30,000.00 |
LD Adjustment (Prog. Est. Only) | 0032 | $8,000.00 |
LD Adjustment (Prog. Est. Only) | 0033 | $7,000.00 |
LD Adjustment (Prog. Est. Only) | 0034 | $13,000.00 |
LD Adjustment (Prog. Est. Only) | 0035 | $13,000.00 |
Smoothness Deduction | 0035 | $4,827.97 |
LD Adjustment (Prog. Est. Only) | 0036 | $9,000.00 |
LD Adjustment (Prog. Est. Only) | 0037 | $23,000.00 |
LD Adjustment (Prog. Est. Only) | 0038 | $15,000.00 |
LD Adjustment (Prog. Est. Only) | 0039 | $4,000.00 |
LD Adjustment (Prog. Est. Only) | 0040 | $-160,000.00 |
Smoothness Deduction | 0040 | $-4,827.97 | Subtotals For Contract Adjustments | $505,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
27909(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 2,643.11 | $0.56 | $1,490.32 |
27909(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0029 | 0.00 | $0.00 | $-684.92 |
27909(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0040 | 0.00 | $0.00 | $684.92 |
27909(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-1,490.32 |
27909(04) | 0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0020 | 0.00 | $0.00 | $-5,948.33 |
27909(04) | 0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0031 | 0.00 | $0.00 | $2,974.16 |
27909(04) | 0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Material Discrepancy Adjustments | 0040 | 0.00 | $0.00 | $2,974.17 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,065.97 | $0.64 | $686.91 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0007 | 0.00 | $0.00 | $-2,999.11 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0020 | 0.00 | $0.00 | $-328.92 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0040 | 0.00 | $0.00 | $-686.91 |
27909(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0040 | 0.00 | $0.00 | $3,328.03 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 05/30/2012 | 05/06/2013 | 341.00 DYS | $5,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0025 | $-30,000.00 |
01 | System Application of Disincentive Adj | 0026 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0027 | $-140,000.00 |
01 | System Application of Disincentive Adj | 0028 | $-80,000.00 |
01 | System Application of Disincentive Adj | 0029 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0030 | $-75,000.00 |
01 | System Application of Disincentive Adj | 0031 | $-30,000.00 | Subtotals For Milestones | $-505,000.00 |
Contract ID: | 110490 | Estimate Number: | 0049 | Primary JP: | 27909(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: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0100/ROADWAY - IMY-35-4(244)186 | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 7,226.000 | 9,511.110 | 9,511.110 | $11.50 | $0.00 | $109,377.77 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,716.000 | 3,645.280 | 3,645.280 | $20.00 | $0.00 | $72,905.60 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $16,250.00 | $0.00 | $16,250.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 5,127.000 | 4,841.000 | 4,841.000 | $2.25 | $0.00 | $10,892.25 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 84.000 | 27.000 | 27.000 | $8.00 | $0.00 | $216.00 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 16,666.000 | 24,763.260 | 24,763.260 | $1.70 | $0.00 | $42,097.54 | |
0007 | SEEDING METHOD A | 232(A) 2813 | AC | 3.450 | 0.000 | 0.000 | $525.00 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.450 | 0.000 | 0.000 | $525.00 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 7.000 | 0.000 | 0.000 | $77.50 | $0.00 | $0.00 | |
0010 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,894.000 | 2,925.380 | 2,925.380 | $60.00 | $0.00 | $175,522.80 | |
0011 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 19,019.000 | 18,548.450 | 18,548.450 | $2.50 | $0.00 | $46,371.13 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 8,021.000 | 8,753.870 | 8,753.870 | $1.50 | $0.00 | $13,130.82 | |
0013 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 9,148.000 | 9,086.620 | 9,086.620 | $2.50 | $0.00 | $22,716.55 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,621.000 | 1,790.880 | 1,790.880 | $30.00 | $0.00 | $53,726.40 | |
0015 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 810.000 | 812.230 | 812.230 | $81.50 | $0.00 | $66,196.75 | |
0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 8,377.000 | 7,378.840 | 7,378.840 | $78.50 | $0.00 | $579,238.95 | |
0017 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 2,667.000 | 2,141.490 | 2,141.490 | $103.00 | $0.00 | $220,573.47 | |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,804.000 | 1,967.290 | 1,967.290 | $82.75 | $0.00 | $162,793.25 | |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 20,098.000 | 18,487.570 | 18,487.570 | $1.85 | $0.00 | $34,202.01 | |
0020 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 3,760.000 | 8,441.000 | 8,441.000 | $1.75 | $0.00 | $14,771.75 | |
0021 | GRANULAR BACKFILL | 501(F) 6352 | CY | 266.000 | 119.000 | 119.000 | $62.50 | $0.00 | $7,437.50 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 34.620 | 102.140 | 102.140 | $425.00 | $0.00 | $43,409.50 | |
0023 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 396.000 | 1,070.000 | 1,070.000 | $26.25 | $0.00 | $28,087.50 | |
0024 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 797.000 | 856.700 | 856.700 | $40.50 | $0.00 | $34,696.35 | |
0025 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 2.000 | 2.000 | $1,500.00 | $0.00 | $3,000.00 | |
0026 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 759.000 | 768.000 | 768.000 | $50.00 | $0.00 | $38,400.00 | |
0027 | 34" X 53" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4507 | LF | 233.000 | 240.000 | 240.000 | $225.00 | $0.00 | $54,000.00 | |
0028 | 43" X 68" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4509 | LF | 226.000 | 232.000 | 232.000 | $325.00 | $0.00 | $75,400.00 | |
0029 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 84.000 | 84.000 | 84.000 | $60.00 | $0.00 | $5,040.00 | |
0030 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 2.000 | $800.00 | $0.00 | $1,600.00 | |
0031 | SPECIAL END SECTION OF 18" RCP ROUND | 613(O) 4373 | EA | 1.000 | 1.000 | 1.000 | $750.00 | $0.00 | $750.00 | |
0032 | SPECIAL END SECTION OF 43" X 68" RCP ELLIPTICAL | 613(O) 5101 | EA | 2.000 | 2.000 | 2.000 | $2,600.00 | $0.00 | $5,200.00 | |
0033 | SPECIAL END SECTION OF 34" X 53" RCP ELLIPTICAL | 613(O) 5155 | EA | 2.000 | 2.000 | 2.000 | $2,200.00 | $0.00 | $4,400.00 | |
0034 | 18" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0760 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0036 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 396.000 | 1,062.000 | 1,062.000 | $8.00 | $0.00 | $8,496.00 | |
0037 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,876.000 | 10,854.500 | 10,854.500 | $3.75 | $0.00 | $40,704.39 | |
0038 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,708.000 | 2,582.000 | 2,582.000 | $3.00 | $0.00 | $7,746.00 | |
0039 | SAWING PAVEMENT | 619(C) 0924 | LF | 152.000 | 6,246.940 | 6,246.940 | $3.50 | $0.00 | $21,864.29 | |
0040 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,050.000 | 1,150.000 | 1,150.000 | $20.00 | $0.00 | $23,000.00 | |
0041 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 5.000 | 5.000 | $2,550.00 | $0.00 | $12,750.00 | |
0042 | GUARDRAIL BRIDGE CONNECTION-TYPE B | 623(I) 8680 | EA | 4.000 | 0.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
0043 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 5.000 | 4.000 | 4.000 | $105.09 | $0.00 | $420.36 | |
8000 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 3,330.080 | 3,330.080 | $13.51 | $0.00 | $44,989.38 | |
8001 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 0.000 | 824.000 | 824.000 | $109.87 | $0.00 | $90,532.88 | |
8006 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 0.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
8007 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 0.000 | 0.000 | 0.000 | $14.71 | $0.00 | $0.00 | |
8010 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 0.000 | 2,177.000 | 2,177.000 | $2.75 | $0.00 | $5,986.75 | |
8011 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $2,177.23 | $0.00 | $2,177.23 | |
8012 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-684.92 | $0.00 | $-684.92 | |
8013 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-2,974.17 | $0.00 | $-2,974.17 | |
8014 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-3,328.03 | $0.00 | $-3,328.03 | |
8015 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $4,827.97 | $0.00 | $4,827.97 | |
Subtotals For Category 0100/ROADWAY - IMY-35-4(244)186 | $0.00 | $2,232,812.02 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0200/BRIDGE "A" - IMY-35-4(244)186 | ||||||||
0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 100.000 | $50.00 | $0.00 | $5,000.00 | |
0045 | GRANULAR BACKFILL | 501(F) 6352 | CY | 66.000 | 66.000 | 66.000 | $75.00 | $0.00 | $4,950.00 | |
0046 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 80.000 | $125.00 | $0.00 | $10,000.00 | |
0047 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,068.300 | 1,068.300 | 1,068.300 | $185.00 | $0.00 | $197,635.50 | |
0048 | APPROACH SLAB | 504(A) 1304 | SY | 364.400 | 364.400 | 364.400 | $200.00 | $0.00 | $72,880.00 | |
0049 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,247.700 | 1,247.700 | 1,247.700 | $5.00 | $0.00 | $6,238.50 | |
0050 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 591.000 | 591.000 | 591.000 | $70.00 | $0.00 | $41,370.00 | |
0051 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,500.000 | 1,500.000 | 1,500.000 | $3.50 | $0.00 | $5,250.00 | |
0052 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $500.00 | $0.00 | $5,000.00 | |
0053 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 30.000 | 30.000 | 30.000 | $2,500.00 | $0.00 | $75,000.00 | |
0054 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 30.000 | 30.000 | 30.000 | $350.00 | $0.00 | $10,500.00 | |
0055 | CLASS AA CONCRETE | 509(A) 1326 | CY | 311.800 | 311.800 | 311.800 | $550.00 | $0.00 | $171,490.00 | |
0056 | CLASS A CONCRETE | 509(B) 1328 | CY | 162.900 | 162.900 | 162.900 | $550.00 | $0.00 | $89,595.00 | |
0057 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,220.000 | 2,220.000 | 2,220.000 | $72.00 | $0.00 | $159,840.00 | |
0058 | REINFORCING STEEL | 511(A) 1332 | LB | 1,260.000 | 1,260.000 | 1,260.000 | $1.25 | $0.00 | $1,575.00 | |
0059 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 87,560.000 | 87,560.000 | 87,560.000 | $1.00 | $0.00 | $87,560.00 | |
0060 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 396.000 | 449.400 | 449.400 | $35.00 | $0.00 | $15,729.00 | |
0061 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 396.000 | 449.400 | 449.400 | $15.00 | $0.00 | $6,741.00 | |
0062 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,091.000 | 1,091.000 | 1,091.000 | $4.00 | $0.00 | $4,364.00 | |
0063 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 258.000 | 261.190 | 261.190 | $550.00 | $0.00 | $143,654.50 | |
0064 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 246.000 | 246.000 | 246.000 | $5.00 | $0.00 | $1,230.00 | |
0065 | SEALER RESIN | 523(B) 6560 | GAL | 5.000 | 5.000 | 5.000 | $250.00 | $0.00 | $1,250.00 | |
0066 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 631.000 | 631.000 | 631.000 | $17.50 | $0.00 | $11,042.50 | |
0067 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 72.000 | 190.000 | 190.000 | $17.50 | $0.00 | $3,325.00 | |
0068 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $107,500.00 | $0.00 | $107,500.00 | |
8008 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 1.000 | $24,500.00 | $0.00 | $24,500.00 | |
8017 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 12.000 | 12.000 | $400.00 | $0.00 | $4,800.00 | |
Subtotals For Category 0200/BRIDGE "A" - IMY-35-4(244)186 | $0.00 | $1,268,020.00 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0210/BRIDGE "B" - IMY-35-4(244)186 | ||||||||
0069 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 100.000 | $50.00 | $0.00 | $5,000.00 | |
0070 | GRANULAR BACKFILL | 501(F) 6352 | CY | 66.000 | 66.000 | 66.000 | $75.00 | $0.00 | $4,950.00 | |
0071 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 80.000 | $125.00 | $0.00 | $10,000.00 | |
0072 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 1,068.300 | 1,068.300 | 1,068.300 | $185.00 | $0.00 | $197,635.50 | |
0073 | APPROACH SLAB | 504(A) 1304 | SY | 364.400 | 364.400 | 364.400 | $200.00 | $0.00 | $72,880.00 | |
0074 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,247.700 | 1,247.700 | 1,247.700 | $5.00 | $0.00 | $6,238.50 | |
0075 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 591.000 | 591.000 | 591.000 | $70.00 | $0.00 | $41,370.00 | |
0076 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,500.000 | 1,500.000 | 1,500.000 | $3.50 | $0.00 | $5,250.00 | |
0077 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $500.00 | $0.00 | $5,000.00 | |
0078 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 30.000 | 30.000 | 30.000 | $2,500.00 | $0.00 | $75,000.00 | |
0079 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 30.000 | 30.000 | 30.000 | $350.00 | $0.00 | $10,500.00 | |
0080 | CLASS AA CONCRETE | 509(A) 1326 | CY | 311.800 | 311.800 | 311.800 | $550.00 | $0.00 | $171,490.00 | |
0081 | CLASS A CONCRETE | 509(B) 1328 | CY | 162.900 | 162.900 | 162.900 | $550.00 | $0.00 | $89,595.00 | |
0082 | SLOPE WALL (5") | 510(C) 6138 | SY | 2,714.000 | 2,714.000 | 2,714.000 | $72.00 | $0.00 | $195,408.00 | |
0083 | REINFORCING STEEL | 511(A) 1332 | LB | 1,260.000 | 1,260.000 | 1,260.000 | $1.50 | $0.00 | $1,890.00 | |
0084 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 87,450.000 | 87,450.000 | 87,450.000 | $1.00 | $0.00 | $87,450.00 | |
0085 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 438.000 | 535.570 | 535.570 | $35.00 | $0.00 | $18,744.95 | |
0086 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 438.000 | 535.570 | 535.570 | $15.00 | $0.00 | $8,033.55 | |
0087 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,091.000 | 1,091.000 | 1,091.000 | $4.00 | $0.00 | $4,364.00 | |
0088 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 258.000 | 258.720 | 258.720 | $550.00 | $0.00 | $142,296.00 | |
0089 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 246.000 | 246.000 | 246.000 | $5.00 | $0.00 | $1,230.00 | |
0090 | SEALER RESIN | 523(B) 6560 | GAL | 5.000 | 5.000 | 5.000 | $250.00 | $0.00 | $1,250.00 | |
0091 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 666.000 | 666.000 | 666.000 | $17.50 | $0.00 | $11,655.00 | |
0092 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 72.000 | 228.000 | 228.000 | $17.50 | $0.00 | $3,990.00 | |
0093 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $107,500.00 | $0.00 | $107,500.00 | |
8002 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 225.580 | 225.580 | $624.75 | $0.00 | $140,931.11 | |
8009 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 1.000 | $24,500.00 | $0.00 | $24,500.00 | |
8018 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 11.000 | 11.000 | $400.00 | $0.00 | $4,400.00 | |
Subtotals For Category 0210/BRIDGE "B" - IMY-35-4(244)186 | $0.00 | $1,448,551.61 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0300/TRAFFIC CONTROL - IMY-35-4(244)186 | ||||||||
0094 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 41,211.000 | 28,706.000 | 28,706.000 | $0.08 | $0.00 | $2,296.48 | |
0095 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 5,115.000 | 680.000 | 680.000 | $0.53 | $0.00 | $360.40 | |
0096 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 15,000.000 | 9,942.000 | 9,942.000 | $0.11 | $0.00 | $1,093.63 | |
0097 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 420.000 | 129.000 | 129.000 | $2.63 | $0.00 | $339.27 | |
0098 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 4,400.000 | 4,516.000 | 4,516.000 | $30.00 | $0.00 | $135,480.00 | |
0099 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 5,275.000 | 4,332.000 | 4,332.000 | $2.75 | $0.00 | $11,913.00 | |
0100 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 56,700.000 | 25,938.000 | 25,938.000 | $0.05 | $0.00 | $1,296.90 | |
0101 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 780.000 | 950.000 | 950.000 | $5.25 | $0.00 | $4,987.50 | |
0102 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,100.000 | 32,182.000 | 32,182.000 | $0.16 | $0.00 | $5,149.12 | |
0103 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 13,740.000 | 19,986.000 | 19,986.000 | $0.26 | $0.00 | $5,196.36 | |
0104 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 14,805.000 | 23,438.000 | 23,438.000 | $2.63 | $0.00 | $61,641.94 | |
0105 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,805.000 | 11,758.000 | 11,758.000 | $0.05 | $0.00 | $587.90 | |
0106 | WING BARRICADES | 880(C) 8848 | SD | 1,380.000 | 5,161.000 | 5,161.000 | $1.05 | $0.00 | $5,419.05 | |
0107 | VERTICAL PANELS | 880(D) 8854 | SD | 735.000 | 2,031.000 | 2,031.000 | $1.05 | $0.00 | $2,132.55 | |
0108 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 17,520.000 | 45,768.000 | 45,768.000 | $0.05 | $0.00 | $2,288.40 | |
0109 | DRUMS | 880(F) 8878 | SD | 103,635.000 | 138,990.000 | 138,990.000 | $0.03 | $0.00 | $4,169.70 | |
0110 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,500.000 | 588.750 | 588.750 | $55.50 | $0.00 | $32,675.63 | |
0111 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 1,140.000 | 908.000 | 908.000 | $10.51 | $0.00 | $9,543.08 | |
Subtotals For Category 0300/TRAFFIC CONTROL - IMY-35-4(244)186 | $0.00 | $286,570.91 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0304/CABLE BARRIER - IMY-35-4(244)186 | ||||||||
0112 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 125.000 | 165.680 | 165.680 | $67.25 | $0.00 | $11,141.98 | |
0113 | CLASS AA CONCRETE | 509(A) 0319 | CY | 24.540 | 39.590 | 39.590 | $275.00 | $0.00 | $10,887.25 | |
0114 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 2,135.000 | 2,125.000 | 2,125.000 | $6.00 | $0.00 | $12,750.00 | |
0115 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 3,002.000 | 2,920.000 | 2,920.000 | $11.00 | $0.00 | $32,120.00 | |
0116 | END ANCHORS | 628(C) 5110 | EA | 9.000 | 6.000 | 6.000 | $1,250.00 | $0.00 | $7,500.00 | |
Subtotals For Category 0304/CABLE BARRIER - IMY-35-4(244)186 | $0.00 | $74,399.23 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0310/SIGNING AND STRIPING - IMY-35-4(244)186 | ||||||||
0117 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 52.000 | 52.000 | 52.000 | $14.71 | $0.00 | $764.92 | |
0118 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 94.000 | 96.000 | 96.000 | $10.51 | $0.00 | $1,008.96 | |
0119 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 21.000 | 0.000 | 0.000 | $14.71 | $0.00 | $0.00 | |
0120 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 21,040.000 | 16,882.000 | 16,882.000 | $0.47 | $0.00 | $7,934.54 | |
0121 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 2,931.000 | 2,340.000 | 2,340.000 | $0.58 | $0.00 | $1,357.20 | |
0122 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,754.000 | 3,360.000 | 3,360.000 | $1.05 | $0.00 | $3,528.00 | |
0123 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 917.000 | 0.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0124 | TUBE CHANNELIZERS | 880(G) 8900 | EA | 50.000 | 0.000 | 0.000 | $26.27 | $0.00 | $0.00 | |
Subtotals For Category 0310/SIGNING AND STRIPING - IMY-35-4(244)186 | $0.00 | $14,593.62 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0600/STAKING - IMY-35-4(244)186 | ||||||||
0125 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
Subtotals For Category 0600/STAKING - IMY-35-4(244)186 | $0.00 | $20,000.00 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0640/CONSTRUCTION - IMY-35-4(244)186 | ||||||||
0126 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0127 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $300,000.00 | $0.00 | $300,000.00 | |
8005 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - IMY-35-4(244)186 | $0.00 | $310,000.00 | ||||||||
Fed/State Project Number: IMY-0035-4(244)186 | Project: 27909(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8016 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 1.000 | $9,308.33 | $0.00 | $9,308.33 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $9,308.33 | ||||||||
Subtotals For Project IMY-0035-4(244)186 /27909(04) | $0.00 | $5,664,255.72 |
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: SBR-152N(191)SB | Project: 28310(04) | Category: 0100/ROADWAY - SBR-152N(191)SB | ||||||||
0128 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 0.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0129 | FOG SEAL | 407(A) 4659 | GAL | 26.000 | 0.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0130 | TACK COAT | 407(B) 0250 | GAL | 95.000 | 45.000 | 45.000 | $12.00 | $0.00 | $540.00 | |
0131 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 213.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0132 | COLD MILLING PAVEMENT | 412 5267 | SY | 1,267.000 | 536.440 | 536.440 | $7.50 | $0.00 | $4,023.31 | |
0133 | CLASS C CONCRETE | 509(D) 0325 | CY | 14.100 | 15.670 | 15.670 | $500.00 | $0.00 | $7,835.00 | |
0134 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 900.000 | 1,350.000 | 1,350.000 | $3.00 | $0.00 | $4,050.00 | |
0135 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
0136 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 325.000 | 332.500 | 332.500 | $20.00 | $0.00 | $6,650.00 | |
0137 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 3.000 | 3.000 | 3.000 | $600.00 | $0.00 | $1,800.00 | |
0138 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 8.000 | $2,100.00 | $0.00 | $16,800.00 | |
0139 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(E) 4294 | LF | 538.000 | 538.000 | 538.000 | $60.00 | $0.00 | $32,280.00 | |
8004 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 0.000 | 182.920 | 182.920 | $150.00 | $0.00 | $27,438.00 | |
8019 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-1,000.00 | $0.00 | $-1,000.00 | |
Subtotals For Category 0100/ROADWAY - SBR-152N(191)SB | $0.00 | $105,216.31 | ||||||||
Fed/State Project Number: SBR-152N(191)SB | Project: 28310(04) | Category: 0200/BRIDGE 'A' - SBR-152N(191)SB | ||||||||
0140 | APPROACH SLAB | 504(A) 1304 | SY | 219.000 | 219.040 | 219.040 | $170.00 | $0.00 | $37,236.80 | |
0141 | SAW-CUT GROOVING | 504(B) 1305 | SY | 764.300 | 728.120 | 728.120 | $5.00 | $0.00 | $3,640.60 | |
0142 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $255.00 | $0.00 | $21,420.00 | |
0143 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 362.200 | 364.060 | 364.060 | $70.00 | $0.00 | $25,484.20 | |
0144 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 6,155.000 | 6,155.000 | $10.00 | $0.00 | $61,550.00 | |
0145 | CLASS AA CONCRETE | 509(A) 1326 | CY | 137.400 | 137.400 | 137.400 | $600.00 | $0.00 | $82,440.00 | |
0146 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,777.000 | 41,777.000 | 41,777.000 | $1.00 | $0.00 | $41,777.00 | |
0147 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0148 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0149 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 276.000 | 271.020 | 271.020 | $4.00 | $0.00 | $1,084.08 | |
0150 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 55.000 | 77.410 | 77.410 | $75.00 | $0.00 | $5,805.75 | |
0151 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.100 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0152 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 1.000 | 0.440 | 0.440 | $2,500.00 | $0.00 | $1,100.00 | |
0153 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 84.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0154 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0155 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' - SBR-152N(191)SB | $0.00 | $467,038.43 | ||||||||
Fed/State Project Number: SBR-152N(191)SB | Project: 28310(04) | Category: 0201/BRIDGE 'B' -SBR-152N(191)SB | ||||||||
0156 | APPROACH SLAB | 504(A) 1304 | SY | 219.000 | 219.040 | 219.040 | $170.00 | $0.00 | $37,236.80 | |
0157 | SAW-CUT GROOVING | 504(B) 1305 | SY | 764.300 | 718.050 | 718.050 | $5.00 | $0.00 | $3,590.25 | |
0158 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 84.000 | 84.000 | 84.000 | $255.00 | $0.00 | $21,420.00 | |
0159 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 362.200 | 364.080 | 364.080 | $72.00 | $0.00 | $26,213.76 | |
0160 | STRUCTURAL STEEL | 506(A) 1322 | LB | 500.000 | 6,057.000 | 6,057.000 | $10.00 | $0.00 | $60,570.00 | |
0161 | CLASS AA CONCRETE | 509(A) 1326 | CY | 137.400 | 139.990 | 139.990 | $600.00 | $0.00 | $83,994.00 | |
0162 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,777.000 | 41,777.000 | 41,777.000 | $1.00 | $0.00 | $41,777.00 | |
0163 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0164 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 0.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0165 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 276.000 | 271.020 | 271.020 | $4.00 | $0.00 | $1,084.08 | |
0166 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 95.000 | 114.410 | 114.410 | $55.00 | $0.00 | $6,292.55 | |
0167 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.700 | 1.500 | 1.500 | $250.00 | $0.00 | $375.00 | |
0168 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 84.000 | 0.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0169 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
0170 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 1.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
0171 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
8003 | CLASS C BRIDGE DECK REPAIR | 513(C) 6020 | SY | 0.000 | 276.870 | 276.870 | $624.75 | $0.00 | $172,974.53 | |
Subtotals For Category 0201/BRIDGE 'B' -SBR-152N(191)SB | $0.00 | $646,527.97 | ||||||||
Fed/State Project Number: SBR-152N(191)SB | Project: 28310(04) | Category: 0600/STAKING - SBR-152N(191)SB | ||||||||
0172 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
Subtotals For Category 0600/STAKING - SBR-152N(191)SB | $0.00 | $15,000.00 | ||||||||
Subtotals For Project SBR-152N(191)SB /28310(04) | $0.00 | $1,233,782.71 |