| Contract ID: | 110451 | Estimate Number: | 0024 , Final | Spec Year: | 2009 | |||
| Primary JP: | 21923(04) | Residency: | CRAIG & KEITHLINE, INC. (08007) | Contract No: | 710474 | |||
| Date Created: | 02/20/2014 | Contractor FEI: | 730764097A | Account No: | 400800 |
| Project Number(s): | BRFY-172N(272) | ||||||||
| Contract Description: | BRIDGE AND APPROACHES US-75: OVER MIDDLE DUCK CREEK, 0.9 MILES NORTH OF THE OKMULGEE COUNTY LINE. PROJECT LENGTH = 0.107 MILES. | ||||||||
| Primary County: | TULSA | ||||||||
| Name of Road: | US-75 | ||||||||
| Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | Time Charged: | 250.00 | ||||||
| 5601 S. 122ND E. AVE. | Time Allowed: | 250.00 | |||||||
| TULSA , OK 74146 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $2,443,197.81 | Payable This Statement: | $500.00 |
| 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: | 110451 | Estimate Number: | 0024 | Contract No: | 710474 | |||
| Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Final | Account No: | 400800 | |||
| Project Number(s): | BRFY-172N(272) | ||||||||||||
| Primary Job Piece No: | 21923(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES US-75: OVER MIDDLE DUCK CREEK, 0.9 MILES NORTH OF THE OKMULGEE COUNTY LINE. PROJECT LENGTH = 0.107 MILES. | ||||||||||||
| Primary County: | TULSA | ||||||||||||
| Name of Road: | US-75 | ||||||||||||
| Prime Contractor: | MANHATTAN ROAD & BRIDGE COMPANY | ||||||||||||
| 5601 S. 122ND E. AVE. | |||||||||||||
| TULSA , OK 74146 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 09/15/2011 | NTP Effective Date: | 11/28/2011 | Pay Period: | 10/01/2013 TO 02/15/2014 |
| Date Awarded: | 10/03/2011 | Date Work Began: | 11/28/2011 | Original Contract Time: | 250 |
| Date Contract Executed: | 10/12/2011 | Date Time Stopped: | 05/08/2013 | Current Time Charged: | 250.00 |
| Date NTP Issued: | 10/20/2011 | Completion Date: | 05/08/2013 | Current Time Allowed: | 250.00 |
| General Liability Expires: | 10/01/2014 | Workman's Comp Expires: | 10/01/2014 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $2,471,973.36 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $2,543,428.72 | Participating: | $2,432,322.86 | $2,433,205.86 | $-883.00 | ||
| Percent Complete: | 96.06 % | Non Participating: | $11,250.00 | $11,250.00 | $0.00 | ||
| Unearned Balance: | $100,230.91 | Total Earnings: | $2,443,572.86 | $2,444,455.86 | $-883.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,443,572.86 | $2,444,455.86 | $-883.00 | ||||
| Other Adjustments: | $12,124.95 | $10,741.95 | $1,383.00 | ||||
| Liq Dam/Disincentive: | $-12,500.00 | $-12,500.00 | $0.00 | ||||
| TOTAL: | $2,443,197.81 | $2,442,697.81 | $500.00 | ||||
| Contract ID: | 110451 | Estimate Number: | 0024 | Primary JP: | 21923(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Compensation for lost overhead for longitudinal barriers. | Approved | 07/24/2012 | 0.0 | $-95,250.00 |
| 002 | Add Arrow Display & adjust unit price on Signs 16.0 -32.99 | Approved | 09/11/2012 | 0.0 | $71,455.36 |
| 003 | Adds five days to the Contract "B" Time | Approved | 09/12/2012 | 5.0 | $0.00 |
| 004 | Documents Deduction for Failed Conc. Cylinder breaks | Approved | 10/04/2013 | 0.0 | $-1,383.00 |
| 005 | Final Quantity Change Order | Approved | 02/11/2014 | 0.0 | $-3,222.91 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 21923(04) | 0035 | Br. "A" Approach Slab Resteel | Stockpiled Material Adjustment | 0010 | $-6,808.23 |
| 21923(04) | 0035 | Br. "A" Approach Slab Resteel | Stockpiled Material Initial Payment | 0007 | $6,808.23 |
| 21923(04) | 0037 | Br. "A" Traffic Rail Resteel | Stockpiled Material Initial Payment | 0007 | $4,149.00 |
| 21923(04) | 0037 | Br. "A" Traffic Rail Resteel | Stockpiled Material Adjustment | 0010 | $-4,149.00 |
| 21923(04) | 0039 | Weathering Steel fixed bearing assemblies | Stockpiled Material Initial Payment | 0003 | $1,360.00 |
| 21923(04) | 0039 | Weathering Steel fixed bearing assemblies | Stockpiled Material Closure | 0006 | $-1,360.00 |
| 21923(04) | 0039 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Adjustment | 0007 | $-1,360.00 |
| 21923(04) | 0039 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $1,360.00 |
| 21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0003 | $31,874.88 |
| 21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Closure | 0006 | $-31,874.88 |
| 21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $31,874.88 |
| 21923(04) | 0040 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Adjustment | 0007 | $-31,874.88 |
| 21923(04) | 0041 | Elastormeric Bearing Pads | Stockpiled Material Initial Payment | 0003 | $2,560.00 |
| 21923(04) | 0041 | Elastormeric Bearing Pads | Stockpiled Material Closure | 0006 | $-2,560.00 |
| 21923(04) | 0041 | Elastomeric Bearing Pads | Stockpiled Material Adjustment | 0009 | $-2,560.00 |
| 21923(04) | 0041 | Elastomeric Bearing Pads | Stockpiled Material Initial Payment | 0007 | $2,560.00 |
| 21923(04) | 0045 | Br. A abut.; pier; diaphragm | Stockpiled Material Initial Payment | 0002 | $10,273.20 |
| 21923(04) | 0045 | Br. A abut.; pier; diaphragm | Stockpiled Material Closure | 0006 | $-10,273.20 |
| 21923(04) | 0045 | Br. "A" deck epoxy-coated steel | Stockpiled Material Adjustment | 0009 | $-27,077.30 |
| 21923(04) | 0045 | Br. "A" deck epoxy-coated steel | Stockpiled Material Adjustment | 0007 | $-3,043.42 |
| 21923(04) | 0045 | Br. "A" deck epoxy-coated steel | Stockpiled Material Initial Payment | 0007 | $30,120.72 |
| 21923(04) | 0046 | Piling and Tips | Stockpiled Material Closure | 0006 | $-7,658.00 |
| 21923(04) | 0046 | Piling and Tips | Stockpiled Material Initial Payment | 0002 | $7,658.00 |
| 21923(04) | 0049 | Drilled shaft reinforcing steel | Stockpiled Material Closure | 0006 | $-6,770.92 |
| 21923(04) | 0049 | Drilled shaft reinforcing steel | Stockpiled Material Initial Payment | 0002 | $6,770.92 |
| 21923(04) | 0059 | Resteel for Approach Slab Br. B | Stockpiled Material Adjustment | 0015 | $-6,801.09 |
| 21923(04) | 0059 | Resteel for Approach Slab Br. B | Stockpiled Material Initial Payment | 0011 | $6,801.09 |
| 21923(04) | 0061 | Resteel for Concrete Rail Br. B | Stockpiled Material Initial Payment | 0011 | $4,153.61 |
| 21923(04) | 0061 | Resteel for Concrete Rail Br. B | Stockpiled Material Adjustment | 0015 | $-4,153.61 |
| 21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Initial Payment | 0003 | $1,360.00 |
| 21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Closure | 0006 | $-1,360.00 |
| 21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $1,360.00 |
| 21923(04) | 0063 | Weathering Steel Fixed Bearing Assemblies | Stockpiled Material Adjustment | 0013 | $-1,360.00 |
| 21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0003 | $31,875.04 |
| 21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Closure | 0006 | $-31,875.04 |
| 21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Adjustment | 0013 | $-31,875.04 |
| 21923(04) | 0064 | Stainless Steel Exp. Bearing Assemblies | Stockpiled Material Initial Payment | 0007 | $31,875.04 |
| 21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Closure | 0006 | $-2,560.00 |
| 21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Initial Payment | 0003 | $2,560.00 |
| 21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Initial Payment | 0007 | $2,560.00 |
| 21923(04) | 0065 | Elastomeric Bearing Pads | Stockpiled Material Adjustment | 0014 | $-2,560.00 |
| 21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0015 | $-1,104.58 |
| 21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0014 | $-27,868.50 |
| 21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Initial Payment | 0011 | $36,538.15 |
| 21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0013 | $-2,989.07 |
| 21923(04) | 0069 | Epoxy-coated steel Br. B | Stockpiled Material Adjustment | 0012 | $-4,576.00 |
| 21923(04) | 0070 | Piling and tips | Stockpiled Material Initial Payment | 0002 | $7,658.00 |
| 21923(04) | 0070 | Piling and tips | Stockpiled Material Closure | 0012 | $-7,658.00 |
| 21923(04) | 0073 | Resteel for Drilled Shafts Br. B | Stockpiled Material Adjustment | 0012 | $-6,572.56 |
| 21923(04) | 0073 | Resteel for Drilled Shafts Br. B | Stockpiled Material Initial Payment | 0011 | $6,572.56 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Milestone Adjust. (Prog. Est. Only) | 0017 | $12,500.00 |
| Smoothness Deduction | 0022 | $-560.99 | Subtotals For Contract Adjustments | $11,939.01 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 1,035.27 | $-0.24 | $-251.11 |
| 21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 604.68 | $0.34 | $210.16 |
| 21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 101.24 | $0.55 | $56.45 |
| 21923(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 138.37 | $0.55 | $77.15 |
| 21923(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 187.97 | $0.39 | $74.66 |
| 21923(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 150.17 | $0.63 | $95.69 |
| 21923(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 537.98 | $-0.27 | $-149.13 |
| 21923(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 117.97 | $0.39 | $46.86 |
| 21923(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 39.57 | $0.63 | $25.21 |
| 21923(04) | 0061 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0022 | 0.00 | $0.00 | $-6,804.36 |
| 21923(04) | 0061 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $5,421.36 |
| 21923(04) | 0061 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0024 | 0.00 | $0.00 | $1,383.00 |
| 21923(04) | 0091 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | * Overrun | 0006 | -2,971.14 | $10.52 | $-31,256.39 |
| 21923(04) | 0091 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | * Overrun Re-adjustment | 0007 | 2,971.14 | $10.52 | $31,256.39 | Subtotals For Line Item Adjustments | $185.94 | * = 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 | 02/17/2012 | 07/21/2012 | 155.00 DYS | $2,500.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | System Application of Disincentive Adj | 0016 | $-12,500.00 | Subtotals For Milestones | $-12,500.00 |
| Contract ID: | 110451 | Estimate Number: | 0024 | Primary JP: | 21923(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: BRFY-172N(272) | Project: 21923(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,651.000 | 1,651.000 | 1,651.000 | $17.50 | $0.00 | $28,892.50 | |
| 0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,788.000 | 1,788.000 | 1,788.000 | $17.50 | $0.00 | $31,290.00 | |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
| 0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,409.000 | 670.000 | 670.000 | $2.35 | $0.00 | $1,574.50 | |
| 0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 8.000 | 1.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 80.000 | 28.000 | 28.000 | $8.00 | $0.00 | $224.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 8,840.000 | 6,328.280 | 6,328.280 | $1.50 | $0.00 | $9,492.42 | |
| 0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.000 | 0.000 | 0.000 | $180.00 | $0.00 | $0.00 | |
| 0009 | MOWING | 241 2832 | AC | 2.000 | 0.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
| 0010 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,233.000 | 1,188.100 | 1,188.100 | $40.00 | $0.00 | $47,524.00 | |
| 0011 | SEPARATOR FABRIC | 325 5271 | SY | 7,154.000 | 2,438.900 | 2,438.900 | $1.25 | $0.00 | $3,048.63 | |
| 0012 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 547.000 | 3,047.780 | 3,047.780 | $4.50 | $0.00 | $13,715.02 | |
| 0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 692.000 | 449.880 | 449.880 | $18.00 | $0.00 | $8,097.84 | |
| 0014 | TACK COAT | 407(B) 0250 | GAL | 490.000 | 617.500 | 617.500 | $3.25 | $0.00 | $2,006.88 | |
| 0015 | PRIME COAT | 408 5774 | GAL | 2,702.000 | 1,545.000 | 1,545.000 | $7.00 | $0.00 | $10,815.00 | |
| 0016 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 1,937.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
| 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,469.000 | 1,879.560 | 1,879.560 | $70.50 | $0.00 | $132,508.99 | |
| 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 225.000 | 338.140 | 338.140 | $121.00 | $0.00 | $40,914.94 | |
| 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 855.000 | 695.520 | 695.520 | $89.50 | $0.00 | $62,249.05 | |
| 0020 | COLD MILLING PAVEMENT | 412 5267 | SY | 1,927.000 | 906.670 | 906.670 | $10.00 | $0.00 | $9,066.70 | |
| 0021 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 1,358.000 | 1,360.000 | 1,360.000 | $3.50 | $0.00 | $4,760.00 | |
| 0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| 0023 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 1,520.000 | 1,520.000 | 1,520.000 | $30.00 | $0.00 | $45,600.00 | |
| 0024 | 21" X 15" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4504 | EA | 4.000 | 4.000 | 4.000 | $175.00 | $0.00 | $700.00 | |
| 0025 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0026 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,477.000 | 6,679.910 | 6,679.910 | $5.00 | $0.00 | $33,399.55 | |
| 0027 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 1,937.000 | 614.450 | 614.450 | $5.50 | $0.00 | $3,379.48 | |
| 0028 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,128.000 | 2,496.000 | 2,496.000 | $2.00 | $0.00 | $4,992.00 | |
| 0029 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,125.000 | 1,126.000 | 1,126.000 | $14.50 | $0.00 | $16,327.00 | |
| 0030 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,000.00 | $0.00 | $8,000.00 | |
| 0031 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,400.00 | $0.00 | $5,600.00 | |
| 0032 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 352.000 | 291.000 | 291.000 | $8.00 | $0.00 | $2,328.00 | |
| Subtotals For Category 0100/ROADWAY | $0.00 | $542,706.50 | ||||||||
| Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0200/BRIDGE 'A | ||||||||
| 0033 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $75.00 | $0.00 | $6,750.00 | |
| 0034 | CLSM BACKFILL | 501(G) 6309 | CY | 128.000 | 128.000 | 128.000 | $105.00 | $0.00 | $13,440.00 | |
| 0035 | APPROACH SLAB | 504(A) 1304 | SY | 178.600 | 178.600 | 178.600 | $150.00 | $0.00 | $26,790.00 | |
| 0036 | SAW-CUT GROOVING | 504(B) 1305 | SY | 804.400 | 804.330 | 804.330 | $5.00 | $0.00 | $4,021.65 | |
| 0037 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 461.000 | 461.000 | 461.000 | $60.00 | $0.00 | $27,660.00 | |
| 0038 | STRUCTURAL STEEL | 506(A) 1322 | LB | 149,500.000 | 149,500.000 | 149,500.000 | $1.60 | $0.00 | $239,200.00 | |
| 0039 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
| 0040 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,750.00 | $0.00 | $44,000.00 | |
| 0041 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $300.00 | $0.00 | $4,800.00 | |
| 0042 | CLASS AA CONCRETE | 509(A) 1326 | CY | 219.000 | 219.000 | 219.000 | $400.00 | $0.00 | $87,600.00 | |
| 0043 | CLASS A CONCRETE | 509(B) 1328 | CY | 112.600 | 112.600 | 112.600 | $500.00 | $0.00 | $56,300.00 | |
| 0044 | CLASS C CONCRETE | 509(D) 1331 | CY | 12.000 | 9.760 | 0.400 | 9.760 | $625.00 | $250.00 | $6,100.00 |
| 0045 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 66,450.000 | 66,450.000 | 66,450.000 | $0.95 | $0.00 | $63,127.50 | |
| 0046 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 339.500 | 339.500 | 339.500 | $37.50 | $0.00 | $12,731.25 | |
| 0047 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 339.500 | 304.720 | 304.720 | $15.00 | $0.00 | $4,570.80 | |
| 0048 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 614.000 | 614.000 | 614.000 | $3.50 | $0.00 | $2,149.00 | |
| 0049 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 116.000 | 116.000 | 116.000 | $600.00 | $0.00 | $69,600.00 | |
| 0050 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 155.000 | 152.000 | 152.000 | $5.00 | $0.00 | $760.00 | |
| 0051 | SEALER RESIN | 523(B) 6560 | GAL | 1.700 | 2.000 | 2.000 | $200.00 | $0.00 | $400.00 | |
| 0052 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 964.000 | 757.430 | -201.170 | 757.430 | $27.50 | $-5,532.18 | $20,829.32 |
| 0053 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 218.000 | 197.620 | 197.620 | $22.00 | $0.00 | $4,347.64 | |
| 0054 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 80.000 | 80.000 | $15.00 | $0.00 | $1,200.00 | |
| 0055 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 70.000 | 70.000 | 70.000 | $15.00 | $0.00 | $1,050.00 | |
| 0056 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
| Subtotals For Category 0200/BRIDGE 'A | $-5,282.18 | $825,627.16 | ||||||||
| Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0201/BRIDGE 'B' | ||||||||
| 0057 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $75.00 | $0.00 | $6,750.00 | |
| 0058 | CLSM BACKFILL | 501(G) 6309 | CY | 128.000 | 128.000 | 128.000 | $105.00 | $0.00 | $13,440.00 | |
| 0059 | APPROACH SLAB | 504(A) 1304 | SY | 178.600 | 178.600 | 178.600 | $150.00 | $0.00 | $26,790.00 | |
| 0060 | SAW-CUT GROOVING | 504(B) 1305 | SY | 804.400 | 804.330 | 804.330 | $5.00 | $0.00 | $4,021.65 | |
| 0061 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 461.000 | 461.000 | 0.000 | 461.000 | $60.00 | $0.00 | $27,660.00 |
| 0062 | STRUCTURAL STEEL | 506(A) 1322 | LB | 149,500.000 | 149,500.000 | 149,500.000 | $1.60 | $0.00 | $239,200.00 | |
| 0063 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
| 0064 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,750.00 | $0.00 | $44,000.00 | |
| 0065 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $300.00 | $0.00 | $4,800.00 | |
| 0066 | CLASS AA CONCRETE | 509(A) 1326 | CY | 219.000 | 219.000 | 219.000 | $400.00 | $0.00 | $87,600.00 | |
| 0067 | CLASS A CONCRETE | 509(B) 1328 | CY | 112.600 | 112.600 | 112.600 | $500.00 | $0.00 | $56,300.00 | |
| 0068 | CLASS C CONCRETE | 509(D) 1331 | CY | 7.000 | 4.510 | 0.400 | 4.510 | $625.00 | $250.00 | $2,818.75 |
| 0069 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 66,450.000 | 66,450.000 | 66,450.000 | $0.95 | $0.00 | $63,127.50 | |
| 0070 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 339.500 | 339.500 | 339.500 | $37.50 | $0.00 | $12,731.25 | |
| 0071 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 339.500 | 300.180 | 300.180 | $15.00 | $0.00 | $4,502.70 | |
| 0072 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 614.000 | 614.000 | 614.000 | $3.50 | $0.00 | $2,149.00 | |
| 0073 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 116.000 | 116.000 | 116.000 | $600.00 | $0.00 | $69,600.00 | |
| 0074 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 155.000 | 152.000 | 152.000 | $5.00 | $0.00 | $760.00 | |
| 0075 | SEALER RESIN | 523(B) 6560 | GAL | 1.700 | 2.000 | 2.000 | $200.00 | $0.00 | $400.00 | |
| 0076 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 964.000 | 731.590 | 201.170 | 731.590 | $27.50 | $5,532.18 | $20,118.73 |
| 0077 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 218.000 | 217.760 | 217.760 | $22.00 | $0.00 | $4,790.72 | |
| 0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 80.000 | 80.000 | $15.00 | $0.00 | $1,200.00 | |
| 0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 70.000 | 70.000 | 70.000 | $15.00 | $0.00 | $1,050.00 | |
| 8005 | DEDUCTION FOR FAILING MATERIAL | 105 2175 | LF | 0.000 | 230.500 | 230.500 | 230.500 | $-6.00 | $-1,383.00 | $-1,383.00 |
| Subtotals For Category 0201/BRIDGE 'B' | $4,399.18 | $695,627.30 | ||||||||
| Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0080 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,500.000 | 0.000 | 0.000 | $0.26 | $0.00 | $0.00 | |
| 0081 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 20,547.000 | 26,955.000 | 26,955.000 | $0.74 | $0.00 | $19,946.70 | |
| 0082 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 500.000 | 603.000 | 603.000 | $1.05 | $0.00 | $633.15 | |
| 0083 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 9,048.000 | 9,048.000 | $1.05 | $0.00 | $9,500.40 | |
| 0084 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 540.000 | 0.000 | 0.000 | $21.04 | $0.00 | $0.00 | |
| 0085 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 3,000.000 | 0.000 | 0.000 | $37.50 | $0.00 | $0.00 | |
| 0086 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 3,000.000 | 3,385.000 | 3,385.000 | $15.00 | $0.00 | $50,775.00 | |
| 0087 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 6,890.000 | 6,709.000 | 6,709.000 | $2.25 | $0.00 | $15,095.25 | |
| 0088 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 13,600.000 | 10,780.000 | 10,780.000 | $0.05 | $0.00 | $539.00 | |
| 0089 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,610.000 | 19,099.000 | 19,099.000 | $0.05 | $0.00 | $954.95 | |
| 0090 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,300.000 | 12,754.000 | 12,754.000 | $0.05 | $0.00 | $637.70 | |
| 0091 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 70.000 | 11,931.000 | 11,931.000 | $10.52 | $0.00 | $125,514.12 | |
| 0092 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,000.000 | 7,830.000 | 7,830.000 | $0.26 | $0.00 | $2,035.80 | |
| 0093 | WING BARRICADES | 880(C) 8848 | SD | 400.000 | 2,762.000 | 2,762.000 | $5.26 | $0.00 | $14,528.12 | |
| 0094 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 16,800.000 | 24,486.000 | 24,486.000 | $0.05 | $0.00 | $1,224.30 | |
| 0095 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 26,910.000 | 1,576.000 | 1,576.000 | $0.05 | $0.00 | $78.80 | |
| 0096 | DRUMS | 880(F) 8878 | SD | 22,100.000 | 16,602.000 | 16,602.000 | $0.05 | $0.00 | $830.10 | |
| 0097 | CHANNELIZER CONES | 880(G) 8890 | SD | 5,200.000 | 15,268.000 | 15,268.000 | $0.05 | $0.00 | $763.40 | |
| 0098 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 400.000 | 362.000 | 362.000 | $26.30 | $0.00 | $9,520.60 | |
| 8002 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 11,843.000 | 11,843.000 | $-5.02 | $0.00 | $-59,451.86 | |
| 8003 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 0.000 | 403.000 | 403.000 | $11.50 | $0.00 | $4,634.50 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $197,760.03 | ||||||||
| Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0301/SIGNING AND STRIPING | ||||||||
| 0099 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 5.000 | 5.000 | 5.000 | $105.19 | $0.00 | $525.95 | |
| 0100 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 2,690.000 | 11,124.000 | 11,124.000 | $1.58 | $0.00 | $17,575.92 | |
| 0101 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 0.000 | 0.000 | $157.78 | $0.00 | $0.00 | |
| Subtotals For Category 0301/SIGNING AND STRIPING | $0.00 | $18,101.87 | ||||||||
| Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0600/STAKING | ||||||||
| 0102 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $9,000.00 | $0.00 | $9,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $9,000.00 | ||||||||
| Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0103 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
| 0104 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $143,500.00 | ||||||||
| Fed/State Project Number: BRFY-172N(272) | Project: 21923(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
| 8001 | COMPENSATION FOR CANCELED WORK ITEMS | 109 1125 | LSUM | 0.000 | 1.000 | 1.000 | $11,250.00 | $0.00 | $11,250.00 | |
| Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $11,250.00 | ||||||||
| Subtotals For Project BRFY-172N(272) /21923(04) | $-883.00 | $2,443,572.86 | ||||||||