| Contract ID: | 100409 | Estimate Number: | 0036 , Final | Spec Year: | 1999 | |||
| Primary JP: | 20271(04) | Residency: | BUFFALO (06100) | Contract No: | 610394 | |||
| Date Created: | 06/05/2014 | Contractor FEI: | 480793597 | Account No: | 400600 |
| Project Number(s): | BRFY-176B(061)SS | ||||||||
| Contract Description: | BRIDGE AND APPROACHES US-281: OVER THE SALT FORK OF THE ARKANSAS RIVER; AND OVER A RAILROAD BRIDGE JUST NORTH OF THE TOWN OF ALVA. PROJECT LENGTH = 2.071 MILES. | ||||||||
| Primary County: | WOODS | ||||||||
| Name of Road: | US-281 | ||||||||
| Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | Time Charged: | 968.00 | ||||||
| P. O. BOX 1486 | Time Allowed: | 967.00 | |||||||
| GREAT BEND , KS 67530 | Percent Time: | 100.10 % | |||||||
| Paid To Date: | $12,159,926.65 | Payable This Statement: | $133,703.11 |
| 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. |
| VENTURE CORPORATION DBA V. C. O. PAVING |
| _________________________________________________ |
| 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: | 100409 | Estimate Number: | 0036 | Contract No: | 610394 | |||
| Residency: | BUFFALO (06100) | Estimate Type: | Final | Account No: | 400600 | |||
| Project Number(s): | BRFY-176B(061)SS | ||||||||||||
| Primary Job Piece No: | 20271(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES US-281: OVER THE SALT FORK OF THE ARKANSAS RIVER; AND OVER A RAILROAD BRIDGE JUST NORTH OF THE TOWN OF ALVA. PROJECT LENGTH = 2.071 MILES. | ||||||||||||
| Primary County: | WOODS | ||||||||||||
| Name of Road: | US-281 | ||||||||||||
| Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | ||||||||||||
| P. O. BOX 1486 | |||||||||||||
| GREAT BEND , KS 67530 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 07/22/2010 | NTP Effective Date: | 10/21/2010 | Pay Period: | 08/01/2013 TO 05/12/2014 |
| Date Awarded: | 08/10/2010 | Date Work Began: | 09/21/2010 | Original Contract Time: | 380 |
| Date Contract Executed: | 08/24/2010 | Date Time Stopped: | 05/14/2013 | Current Time Charged: | 968.00 |
| Date NTP Issued: | 09/16/2010 | Completion Date: | 05/14/2013 | Current Time Allowed: | 967.00 |
| General Liability Expires: | 03/26/2015 | Workman's Comp Expires: | 03/26/2015 | Percent Time Used: | 100.10 % |
| Specification Year: | 1999 | ||||
| Bid Amount: | $11,597,233.63 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $12,269,030.52 | Participating: | $12,112,400.09 | $11,980,639.52 | $131,760.57 | ||
| Percent Complete: | 99.11 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $109,103.87 | Total Earnings: | $12,112,400.09 | $11,980,639.52 | $131,760.57 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $12,112,400.09 | $11,980,639.52 | $131,760.57 | ||||
| Other Adjustments: | $47,526.56 | $47,584.02 | $-57.46 | ||||
| Liq Dam/Disincentive: | $0.00 | $-2,000.00 | $2,000.00 | ||||
| TOTAL: | $12,159,926.65 | $12,026,223.54 | $133,703.11 | ||||
| Contract ID: | 100409 | Estimate Number: | 0036 | Primary JP: | 20271(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Reduction for out of spec material (PC Beams) | Approved | 05/18/2011 | 0.0 | $-6,306.84 |
| 002 | Bridge and Approaches on US-281 north of Alva. | Approved | 05/16/2011 | 0.0 | $-9,948.00 |
| 003 | "Traffic Stripe" | Approved | 03/05/2012 | 0.0 | $-571.00 |
| 004 | Added drives and change CGMP's | Approved | 01/20/2012 | 4.0 | $0.00 |
| 005 | "Fence Style SWF (5 barbed wire)" | Approved | 02/16/2012 | 0.0 | $525.00 |
| 006 | Additional Appropriations for overruns | Approved | 04/02/2012 | 0.0 | $555,998.60 |
| 007 | "Class AA Concrete Overrun" | Approved | 06/04/2012 | 0.0 | $6,492.62 |
| 008 | Erosion Control on RR Headers | Approved | 07/01/2013 | 0.0 | $92,495.00 |
| 009 | Change pay plan quantity to pay measured in field | Approved | 11/04/2013 | 1.0 | $16,285.67 |
| 010 | Finalizing Contr. Item Quantities | Approved | 05/09/2014 | 0.0 | $-88,893.07 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Initial Payment | 0007 | $310,174.23 |
| 20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Closure | 0026 | $-19,158.45 |
| 20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Adjustment | 0025 | $-68,323.69 |
| 20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Adjustment | 0020 | $-222,692.09 |
| 20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Adjustment | 0020 | $-51,197.95 |
| 20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Initial Payment | 0008 | $51,197.95 |
| 20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0003 | $-5,979.81 |
| 20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $19,785.72 |
| 20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0023 | $-787.82 |
| 20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0011 | $-9,122.32 |
| 20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-3,895.77 |
| 20271(04) | 0043 | PIPE-CGMP | Stockpiled Material Closure | 0026 | $-79.31 |
| 20271(04) | 0043 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $79.31 |
| 20271(04) | 0044 | PIPE-CGMP | Stockpiled Material Adjustment | 0010 | $-2,596.80 |
| 20271(04) | 0044 | PIPE-CGMP | Stockpiled Material Closure | 0026 | $-3,484.04 |
| 20271(04) | 0044 | PIPE-CGMP | Stockpiled Material Adjustment | 0025 | $-1,341.68 |
| 20271(04) | 0044 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $7,422.52 |
| 20271(04) | 0045 | PIPE-CGMP | Stockpiled Material Adjustment | 0023 | $-2,794.80 |
| 20271(04) | 0045 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $8,576.20 |
| 20271(04) | 0045 | PIPE-CGMP | Stockpiled Material Adjustment | 0007 | $-3,164.70 |
| 20271(04) | 0045 | PIPE-CGMP | Stockpiled Material Closure | 0026 | $-2,616.70 |
| 20271(04) | 0046 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $2,076.00 |
| 20271(04) | 0046 | PIPE-CGMP | Stockpiled Material Closure | 0026 | $-2,076.00 |
| 20271(04) | 0047 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $0.00 |
| 20271(04) | 0047 | PIPE-CGMP | Stockpiled Material Closure | 0026 | $0.00 |
| 20271(04) | 0048 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $12,331.20 |
| 20271(04) | 0048 | PIPE-CGMP | Stockpiled Material Adjustment | 0023 | $-8,808.00 |
| 20271(04) | 0048 | PIPE-CGMP | Stockpiled Material Closure | 0026 | $-3,523.20 |
| 20271(04) | 0060 | beam guard rail | Stockpiled Material Initial Payment | 0011 | $13,549.00 |
| 20271(04) | 0060 | beam guard rail | Stockpiled Material Adjustment | 0022 | $-6,774.50 |
| 20271(04) | 0060 | beam guard rail | Stockpiled Material Adjustment | 0027 | $-6,774.50 |
| 20271(04) | 0061 | G.E.T.s | Stockpiled Material Adjustment | 0027 | $-5,944.00 |
| 20271(04) | 0061 | G.E.T.s | Stockpiled Material Adjustment | 0022 | $-5,944.00 |
| 20271(04) | 0061 | G.E.T.s | Stockpiled Material Initial Payment | 0011 | $11,888.00 |
| 20271(04) | 0062 | Thrie Beam Conn. Type A | Stockpiled Material Adjustment | 0027 | $-3,112.00 |
| 20271(04) | 0062 | Thrie Beam Conn. Type A | Stockpiled Material Adjustment | 0022 | $-3,112.00 |
| 20271(04) | 0062 | Thrie Beam Conn. Type A | Stockpiled Material Initial Payment | 0011 | $6,224.00 |
| 20271(04) | 0081 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $12,559.26 |
| 20271(04) | 0081 | REBAR-GR60 | Stockpiled Material Adjustment | 0005 | $-12,559.26 |
| 20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $326,464.95 |
| 20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-326,464.95 |
| 20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $215,340.30 |
| 20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-215,340.30 |
| 20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $326,466.93 |
| 20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-326,466.93 |
| 20271(04) | 0087 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0018 | $-14,503.99 |
| 20271(04) | 0087 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0014 | $14,503.99 |
| 20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-29,547.66 |
| 20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-14,374.98 |
| 20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0014 | $58,696.47 |
| 20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-14,773.83 |
| 20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-16,474.47 |
| 20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0015 | $16,474.47 |
| 20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $3,144.00 |
| 20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-3,144.00 |
| 20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $3,108.00 |
| 20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-3,108.00 |
| 20271(04) | 0103 | FIELD WELDING | Stockpiled Material Adjustment | 0010 | $-12,432.00 |
| 20271(04) | 0103 | FIELD WELDING | Stockpiled Material Initial Payment | 0003 | $12,432.00 |
| 20271(04) | 0103 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $12,432.00 |
| 20271(04) | 0103 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-12,432.00 |
| 20271(04) | 0111 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0017 | $-83,067.36 |
| 20271(04) | 0111 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $83,067.36 |
| 20271(04) | 0112 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $125,170.02 |
| 20271(04) | 0112 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0017 | $-125,170.02 |
| 20271(04) | 0130 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0018 | $-3,360.00 |
| 20271(04) | 0130 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $3,360.00 |
| 20271(04) | 0131 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0018 | $-2,625.00 |
| 20271(04) | 0131 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $2,625.00 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0026 | --4.0 | $2,000.00 | $-8,000.00 |
| System Application of Liquidated Damages | 0027 | --1.0 | $2,000.00 | $-2,000.00 |
| System Application of Liquidated Damages | 0029 | -4.0 | $2,000.00 | $8,000.00 |
| System Application of Liquidated Damages | 0036 | -1.0 | $2,000.00 | $2,000.00 | Subtotals For Liquidated Damages | $0.00 |
| 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 |
| 20271(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 3,918.73 | $-1.58 | $-6,227.45 |
| 20271(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 9,862.36 | $2.14 | $21,146.38 |
| 20271(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 3,025.85 | $1.95 | $5,928.09 |
| 20271(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | -101.66 | $0.47 | $-48.71 |
| 20271(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 3,215.45 | $2.43 | $7,826.08 |
| 20271(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 1,174.07 | $2.43 | $2,857.57 |
| 20271(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 301.12 | $2.22 | $669.66 |
| 20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,285.37 | $-1.80 | $-2,318.68 |
| 20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 133.72 | $2.43 | $325.46 |
| 20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,693.43 | $2.43 | $4,121.64 |
| 20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 2,017.35 | $2.22 | $4,486.39 |
| 20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 843.32 | $1.48 | $1,255.62 |
| 20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | -31.96 | $0.54 | $-17.38 |
| 20271(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0026 | 3,535.84 | $1.70 | $6,016.59 |
| 20271(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0036 | -0.53 | $0.62 | $-0.33 |
| 20271(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 132.28 | $2.78 | $367.95 |
| 20271(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 2,618.84 | $1.70 | $4,456.22 |
| 20271(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 14.41 | $0.62 | $8.96 |
| 20271(04) | 8004 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | * Material Discrepancy Adjustments | 0031 | 0.00 | $0.00 | $3,327.50 |
| 20271(04) | 8004 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | * Material Discrepancy Adjustments | 0032 | 0.00 | $0.00 | $-6,655.00 | Subtotals For Line Item Adjustments | $47,526.56 | * = 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: | 100409 | Estimate Number: | 0036 | Primary JP: | 20271(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-176B(061)SS | Project: 20271(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 77,865.000 | 78,075.200 | 0.180 | 78,075.200 | $4.00 | $0.72 | $312,300.80 |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 470,615.000 | 540,500.120 | 11,305.900 | 540,500.120 | $4.50 | $50,876.55 | $2,432,250.54 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $375,000.00 | $0.00 | $375,000.00 | |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 6,800.000 | 10,607.000 | -0.400 | 10,607.000 | $3.00 | $-1.20 | $31,821.00 |
| 0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 763.000 | 759.000 | 759.000 | $9.00 | $0.00 | $6,831.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 73,649.000 | 106,406.000 | 106,406.000 | $1.50 | $0.00 | $159,609.01 | |
| 0008 | BROADCAST SPRIGGING (METHOD A) | 230(D) 2810 | SY | 148,289.000 | 116,789.400 | 116,789.400 | $0.50 | $0.00 | $58,394.70 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 45.900 | 55.800 | -0.052 | 55.800 | $450.00 | $-23.40 | $25,110.00 |
| 0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 22.200 | 20.000 | 20.000 | $800.00 | $0.00 | $16,000.00 | |
| 0011 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 3.500 | 2.230 | 0.005 | 2.230 | $800.00 | $4.00 | $1,784.00 |
| 0012 | MOWING | 241 2832 | AC | 92.000 | 40.000 | 40.000 | $75.00 | $0.00 | $3,000.00 | |
| 0013 | (SP)FLY ASH | 327(A) 4200 | TON | 2,125.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 49,171.000 | 48,985.200 | 48,985.200 | $2.25 | $0.00 | $110,216.70 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 790.000 | 1,965.650 | 901.440 | 1,965.650 | $50.00 | $45,072.00 | $98,282.50 |
| 0016 | TACK COAT | 407 0250 | GAL | 8,610.000 | 5,870.000 | 30.000 | 5,870.000 | $2.00 | $60.00 | $11,740.00 |
| 0017 | PRIME COAT | 408 5774 | GAL | 14,680.000 | 8,559.800 | -668.000 | 8,559.800 | $3.25 | $-2,171.00 | $27,819.35 |
| 0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | 411(S2) 5930 | TON | 16,829.000 | 16,705.280 | -101.660 | 16,705.280 | $63.00 | $-6,404.58 | $1,052,432.64 |
| 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 4,664.000 | 4,690.640 | 4,690.640 | $73.00 | $0.00 | $342,416.72 | |
| 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 6,280.000 | 5,941.230 | -31.960 | 5,941.230 | $73.00 | $-2,333.08 | $433,709.79 |
| 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 3,110.000 | 3,535.310 | -0.530 | 3,535.310 | $78.00 | $-41.34 | $275,754.18 |
| 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,208.000 | 2,765.530 | 14.410 | 2,765.530 | $81.00 | $1,167.21 | $224,007.93 |
| 0023 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 19,809.000 | 18,769.000 | 18,769.000 | $0.50 | $0.00 | $9,384.50 | |
| 0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 110.380 | 208.820 | 66.000 | 208.820 | $3.00 | $198.00 | $626.46 |
| 0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 423.000 | 523.600 | 523.600 | $330.00 | $0.00 | $172,788.00 | |
| 0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 92.840 | 188.750 | 46.500 | 188.750 | $235.00 | $10,927.50 | $44,356.25 |
| 0027 | REINFORCING STEEL | 511(A) 0332 | LB | 76,425.000 | 95,133.800 | 95,133.800 | $0.70 | $0.00 | $66,593.66 | |
| 0028 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 50.000 | 64.730 | 64.730 | 64.730 | $110.00 | $7,120.30 | $7,120.30 |
| 0029 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 3.000 | 3.000 | $1,500.00 | $0.00 | $4,500.00 | |
| 0030 | DROP INLET GRATE (SMD TYPE 1A) | 611(L) 7000 | EA | 2.000 | 2.000 | 2.000 | $1,600.00 | $0.00 | $3,200.00 | |
| 0031 | DROP INLET GRATE (SMD TYPE 1B) | 611(L) 7001 | EA | 1.000 | 1.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
| 0032 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 264.000 | 260.000 | 3.000 | 260.000 | $30.00 | $90.00 | $7,800.00 |
| 0033 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 104.000 | 147.000 | 147.000 | 147.000 | $38.00 | $5,586.00 | $5,586.00 |
| 0034 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 104.000 | 120.000 | 16.000 | 120.000 | $51.00 | $816.00 | $6,120.00 |
| 0035 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 97.000 | 110.000 | 5.000 | 110.000 | $62.00 | $310.00 | $6,820.00 |
| 0036 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4410 | LF | 106.000 | 105.000 | 38.000 | 105.000 | $113.00 | $4,294.00 | $11,865.00 |
| 0037 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 22.000 | 10.000 | 10.000 | $600.00 | $0.00 | $6,000.00 | |
| 0038 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 16.000 | 6.000 | -5.000 | 6.000 | $800.00 | $-4,000.00 | $4,800.00 |
| 0039 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 1.000 | 5.000 | 4.000 | 5.000 | $950.00 | $3,800.00 | $4,750.00 |
| 0040 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 2.000 | 1.000 | 1.000 | $1,350.00 | $0.00 | $1,350.00 | |
| 0041 | TYPE BB6 CULVERT END TREATMENT | 613(CC) 7202 | EA | 16.000 | 16.000 | 16.000 | $1,150.00 | $0.00 | $18,400.00 | |
| 0042 | TYPE CC6 CULVERT END TREATMENT | 613(CC) 7203 | EA | 8.000 | 2.000 | -4.000 | 2.000 | $1,400.00 | $-5,600.00 | $2,800.00 |
| 0043 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 11.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0044 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 808.000 | 402.000 | 38.000 | 402.000 | $25.00 | $950.00 | $10,050.00 |
| 0045 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 754.000 | 680.000 | -87.000 | 680.000 | $30.00 | $-2,610.00 | $20,400.00 |
| 0046 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 158.000 | 120.000 | -38.000 | 120.000 | $37.00 | $-1,406.00 | $4,440.00 |
| 0047 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 22.000 | 22.000 | 22.000 | 22.000 | $49.00 | $1,078.00 | $1,078.00 |
| 0048 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 840.000 | 600.000 | -120.000 | 600.000 | $32.00 | $-3,840.00 | $19,200.00 |
| 0049 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 188.000 | 188.000 | 188.000 | $43.00 | $0.00 | $8,084.00 | |
| 0050 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 774.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0051 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 258.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
| 0052 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 300.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
| 0053 | TRENCH EXCAVATION | 613(S) 1180 | CY | 545.000 | 239.170 | 239.170 | $20.00 | $0.00 | $4,783.40 | |
| 0054 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 293.000 | 130.590 | 33.610 | 130.590 | $20.00 | $672.20 | $2,611.80 |
| 0055 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
| 0056 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 4.000 | 4.000 | $1,500.00 | $0.00 | $6,000.00 | |
| 0057 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 36,865.000 | 36,865.800 | 0.400 | 36,865.800 | $5.00 | $2.00 | $184,329.00 |
| 0058 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 3,023.000 | 3,023.000 | 1.000 | 3,023.000 | $1.50 | $1.50 | $4,534.50 |
| 0059 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,290.000 | 2,855.000 | 2,855.000 | $3.60 | $0.00 | $10,278.00 | |
| 0060 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,500.000 | 1,500.000 | 1,500.000 | $12.60 | $0.00 | $18,900.00 | |
| 0061 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 8.000 | $1,330.00 | $0.00 | $10,640.00 | |
| 0062 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 8.000 | 8.000 | 8.000 | $2,500.00 | $0.00 | $20,000.00 | |
| 0063 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,165.000 | 3,377.000 | 3,377.000 | $5.16 | $0.00 | $17,425.32 | |
| 0064 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 4.000 | 4.000 | 4.000 | $60.00 | $0.00 | $240.00 | |
| 0065 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 2.000 | $90.00 | $0.00 | $180.00 | |
| 0066 | MAILBOX | 629(C) 4960 | EA | 9.000 | 9.000 | 9.000 | $20.00 | $0.00 | $180.00 | |
| 0067 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 9.000 | 9.000 | 9.000 | $10.00 | $0.00 | $90.00 | |
| 8002 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 1,246.470 | 1,246.470 | $94.80 | $0.00 | $118,165.35 | |
| 8003 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $50,911.52 | $0.00 | $0.00 | |
| 8004 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 854(C) 8530 | LF | 0.000 | 43,611.000 | 2,255.000 | 43,611.000 | $0.52 | $1,172.60 | $22,677.72 |
| 8005 | (SP)TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 854(C) 8540 | LF | 0.000 | 1,757.000 | 167.000 | 1,757.000 | $1.13 | $188.71 | $1,985.41 |
| 8006 | (SP)TRAFF. STRIPE(MULTI-POLY.)(24" WIDE) | 854(C) 8555 | LF | 0.000 | 115.000 | -5.000 | 115.000 | $3.35 | $-16.75 | $385.25 |
| 8007 | (SP)TRAF.STR.(MULTI-POLY.)(SYM,WRD,ETC) | 854(C) 8525 | EA | 0.000 | 6.000 | 6.000 | $185.50 | $0.00 | $1,113.00 | |
| 8008 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $525.00 | $0.00 | $525.00 | |
| 8009 | EARTHWORK | 202(G) 0185 | LSUM | 0.000 | 1.000 | 1.000 | $9,995.00 | $0.00 | $9,995.00 | |
| 8010 | EXCELSIOR MAT | 233(E) 2822 | SY | 0.000 | 30,000.000 | 30,000.000 | $1.50 | $0.00 | $45,000.00 | |
| 8011 | TEMPORARY FIBER LOG | 221(K) 0600 | LF | 0.000 | 12,500.000 | 12,500.000 | $3.00 | $0.00 | $37,500.00 | |
| Subtotals For Category 0100/ROADWAY | $105,939.94 | $7,165,931.78 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0101/SANITARY SEWER | ||||||||
| 0068 | (PL)PIER PYLON | 504 6425 | EA | 18.000 | 18.000 | 18.000 | $2,925.00 | $0.00 | $52,650.00 | |
| 0069 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 | |
| 0070 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6122 | LF | 878.000 | 878.000 | 878.000 | $25.00 | $0.00 | $21,950.00 | |
| 0071 | 16" DUCTILE IRON PIPE | 616(A) 5894 | LF | 510.000 | 510.000 | 510.000 | $100.00 | $0.00 | $51,000.00 | |
| 0072 | (PL)16" STEEL CASING | 616(I) 5262 | LF | 750.000 | 750.000 | 750.000 | $75.00 | $0.00 | $56,250.00 | |
| 0073 | (PL)24" STEEL CASING | 616(I) 5270 | LF | 510.000 | 510.000 | 510.000 | $350.00 | $0.00 | $178,500.00 | |
| Subtotals For Category 0101/SANITARY SEWER | $0.00 | $366,350.00 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0102/WATERLINE | ||||||||
| 0074 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6122 | LF | 807.000 | 814.000 | 814.000 | $42.00 | $0.00 | $34,188.00 | |
| 0075 | 8" GATE VALVE | 616(D) 1080 | EA | 3.000 | 3.000 | 3.000 | $1,000.00 | $0.00 | $3,000.00 | |
| 0076 | (PL)16" STEEL CASING | 616(I) 5262 | LF | 185.000 | 185.000 | 185.000 | $257.00 | $0.00 | $47,545.00 | |
| Subtotals For Category 0102/WATERLINE | $0.00 | $84,733.00 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0077 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 440.000 | 740.100 | 740.100 | $3.00 | $0.00 | $2,220.30 | |
| 0078 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 73.000 | 458.500 | -145.990 | 458.500 | $3.00 | $-437.97 | $1,375.50 |
| 0079 | CLSM BACKFILL | 501(G) 6309 | CY | 137.000 | 137.000 | 6.000 | 137.000 | $180.00 | $1,080.00 | $24,660.00 |
| 0080 | CLASS AA CONCRETE | 509(A) 1326 | CY | 298.400 | 298.400 | -13.360 | 298.400 | $350.00 | $-4,676.00 | $104,440.00 |
| 0081 | REINFORCING STEEL | 511(A) 1332 | LB | 49,670.000 | 49,670.000 | -2,412.340 | 49,670.000 | $0.75 | $-1,809.26 | $37,252.50 |
| 0082 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $-5,843.23 | $171,948.30 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0201/BRIDGE 'B' | ||||||||
| 0083 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 190.000 | 190.000 | 190.000 | $8.63 | $0.00 | $1,639.70 | |
| 0084 | CLSM BACKFILL | 501(G) 6309 | CY | 154.000 | 154.000 | 154.000 | $143.82 | $0.00 | $22,148.28 | |
| 0085 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 3,990.000 | 3,990.000 | 3,990.000 | $195.00 | $0.00 | $778,050.00 | |
| 0086 | APPROACH SLAB | 504(A) 1304 | SY | 281.000 | 281.000 | 281.000 | $151.89 | $0.00 | $42,681.09 | |
| 0087 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 86.400 | 86.400 | 86.400 | $244.42 | $0.00 | $21,117.88 | |
| 0088 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 2,122.600 | 2,122.600 | 2,122.600 | $44.36 | $0.00 | $94,158.54 | |
| 0089 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,500.000 | 4,500.000 | 4,500.000 | $1.29 | $0.00 | $5,805.00 | |
| 0090 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,188.600 | 1,188.600 | 1,188.600 | $479.66 | $0.00 | $570,123.89 | |
| 0091 | CLASS A CONCRETE | 509(B) 1328 | CY | 360.900 | 376.900 | 16.000 | 376.900 | $449.73 | $7,195.68 | $169,503.24 |
| 0092 | REINFORCING STEEL | 511(A) 1332 | LB | 1,970.000 | 2,580.000 | 610.000 | 2,580.000 | $0.82 | $500.20 | $2,115.60 |
| 0093 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 313,370.000 | 322,471.000 | 9,101.000 | 322,471.000 | $0.79 | $7,189.79 | $254,752.09 |
| 0094 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 122.000 | 130.000 | 130.000 | $26.67 | $0.00 | $3,467.10 | |
| 0095 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 406.000 | 441.000 | 441.000 | $34.32 | $0.00 | $15,135.12 | |
| 0096 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 122.000 | 130.000 | 130.000 | $5.75 | $0.00 | $747.50 | |
| 0097 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 406.000 | 441.000 | 441.000 | $6.80 | $0.00 | $2,998.80 | |
| 0098 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 4,098.000 | 4,098.000 | 4,098.000 | $3.00 | $0.00 | $12,294.00 | |
| 0099 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 606.000 | 627.140 | 627.140 | $646.91 | $0.00 | $405,703.14 | |
| 0100 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 285.600 | 285.600 | 285.600 | $3.00 | $0.00 | $856.80 | |
| 0101 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.500 | 3.500 | 3.500 | $100.00 | $0.00 | $350.00 | |
| 0102 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $896.80 | $0.00 | $14,348.80 | |
| 0103 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 64.000 | 64.000 | 64.000 | $896.30 | $0.00 | $57,363.20 | |
| 0104 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,080.000 | 1,042.050 | 1,042.050 | $62.44 | $0.00 | $65,065.60 | |
| 0105 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 195.000 | 216.120 | -23.130 | 216.120 | $50.89 | $-1,177.09 | $10,998.35 |
| 0106 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $25.88 | $0.00 | $2,173.92 | |
| 0107 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 55.000 | 55.000 | 55.000 | $27.03 | $0.00 | $1,486.65 | |
| 0108 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
| 8001 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-6,306.84 | $0.00 | $-6,306.84 | |
| 8012 | SPLICE(12" PILE) | 514 6210 | EA | 0.000 | 7.000 | 7.000 | 7.000 | $200.00 | $1,400.00 | $1,400.00 |
| Subtotals For Category 0201/BRIDGE 'B' | $15,108.58 | $2,650,177.45 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0202/BRIDGE 'C' | ||||||||
| 0109 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 195.000 | 195.000 | 195.000 | $8.66 | $0.00 | $1,688.70 | |
| 0110 | CLSM BACKFILL | 501(G) 6309 | CY | 142.400 | 142.400 | 142.400 | $144.40 | $0.00 | $20,562.56 | |
| 0111 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 637.330 | 637.330 | 637.330 | $202.00 | $0.00 | $128,740.66 | |
| 0112 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 673.330 | 673.330 | 673.330 | $255.00 | $0.00 | $171,699.15 | |
| 0113 | APPROACH SLAB | 504(A) 1304 | SY | 281.000 | 281.000 | 281.000 | $152.37 | $0.00 | $42,815.97 | |
| 0114 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 43.880 | 43.880 | 43.880 | $245.42 | $0.00 | $10,769.03 | |
| 0115 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 719.150 | 719.150 | 719.150 | $45.11 | $0.00 | $32,440.86 | |
| 0116 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,330.000 | 2,330.000 | 2,330.000 | $1.59 | $0.00 | $3,704.70 | |
| 0117 | CLASS AA CONCRETE | 509(A) 1326 | CY | 349.700 | 363.500 | 13.800 | 363.500 | $470.48 | $6,492.62 | $171,019.48 |
| 0118 | CLASS A CONCRETE | 509(B) 1328 | CY | 224.300 | 224.300 | 224.300 | $352.15 | $0.00 | $78,987.25 | |
| 0119 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,160.000 | 1,160.000 | 1,160.000 | $81.14 | $0.00 | $94,122.40 | |
| 0120 | REINFORCING STEEL | 511(A) 1332 | LB | 1,108.000 | 1,108.000 | 1,108.000 | $0.82 | $0.00 | $908.56 | |
| 0121 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 116,730.000 | 116,730.000 | 116,730.000 | $0.79 | $0.00 | $92,216.70 | |
| 0122 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 280.000 | 280.000 | 280.000 | $26.32 | $0.00 | $7,369.60 | |
| 0123 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 926.000 | 925.410 | -0.590 | 925.410 | $32.03 | $-18.90 | $29,640.88 |
| 0124 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 280.000 | 279.330 | 279.330 | $5.77 | $0.00 | $1,611.73 | |
| 0125 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 926.000 | 925.410 | -0.001 | 925.410 | $6.23 | $-0.01 | $5,765.30 |
| 0126 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,781.000 | 1,781.000 | 1,781.000 | $3.00 | $0.00 | $5,343.00 | |
| 0127 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 186.000 | 186.000 | 186.000 | $550.00 | $0.00 | $102,300.00 | |
| 0128 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 43.000 | 43.000 | 43.000 | $3.00 | $0.00 | $129.00 | |
| 0129 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.600 | 0.600 | 0.600 | $100.00 | $0.00 | $60.00 | |
| 0130 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 17.000 | 17.000 | 17.000 | $949.91 | $0.00 | $16,148.47 | |
| 0131 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 9.000 | 9.000 | 9.000 | $1,079.84 | $0.00 | $9,718.56 | |
| 0132 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 230.000 | 230.000 | 230.000 | $20.10 | $0.00 | $4,623.00 | |
| 0133 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 160.000 | 160.000 | 160.000 | $20.57 | $0.00 | $3,291.20 | |
| 0134 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
| 0135 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 268.000 | 268.000 | 268.000 | $20.16 | $0.00 | $5,402.88 | |
| Subtotals For Category 0202/BRIDGE 'C' | $6,473.71 | $1,091,079.64 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0300/TRAFFIC | ||||||||
| 0136 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 20,000.000 | 40,125.000 | 17,961.000 | 40,125.000 | $0.35 | $6,286.35 | $14,043.75 |
| 0137 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 10,000.000 | 1,500.000 | -3,293.000 | 1,500.000 | $0.35 | $-1,152.55 | $525.00 |
| 0138 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 3,300.000 | 6,410.000 | 1,996.000 | 6,410.000 | $0.25 | $499.00 | $1,602.50 |
| 0139 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,786.000 | 21,381.000 | 2,100.000 | 21,381.000 | $1.00 | $2,100.00 | $21,381.00 |
| 0140 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 19,199.000 | 7,974.000 | 289.000 | 7,974.000 | $0.25 | $72.25 | $1,993.50 |
| 0141 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,208.000 | 10,483.000 | 934.000 | 10,483.000 | $2.00 | $1,868.00 | $20,966.00 |
| 0142 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 16,043.000 | 10,628.000 | 337.000 | 10,628.000 | $0.20 | $67.40 | $2,125.60 |
| 0143 | WING BARRICADES | 880(C) 8848 | SD | 1,052.000 | 2,922.000 | 396.000 | 2,922.000 | $1.00 | $396.00 | $2,922.00 |
| 0144 | VERTICAL PANELS | 880(D) 8854 | SD | 17,095.000 | 19,299.000 | -1,039.000 | 19,299.000 | $0.25 | $-259.75 | $4,824.75 |
| 0145 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 35,768.000 | 28,605.000 | 1,406.000 | 28,605.000 | $0.02 | $28.12 | $572.10 |
| 0146 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 19,199.000 | 46,428.000 | 3,587.000 | 46,428.000 | $0.02 | $71.74 | $928.56 |
| 0147 | DRUMS | 880(F) 8878 | SD | 4,734.000 | 21,788.000 | 429.000 | 21,788.000 | $0.25 | $107.25 | $5,447.00 |
| 0148 | CHANNELIZER CONES | 880(G) 8890 | SD | 12,361.000 | 0.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
| 0149 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 30.000 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC | $10,083.81 | $77,331.76 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0301/SIGN AND STRIPE | ||||||||
| 0150 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.800 | 1.800 | 1.800 | $350.00 | $0.00 | $630.00 | |
| 0151 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 145.900 | 145.940 | -0.160 | 145.940 | $14.00 | $-2.24 | $2,043.16 |
| 0152 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 62.000 | 0.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0153 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 32.000 | 87.000 | 87.000 | $6.00 | $0.00 | $522.00 | |
| 0154 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 276.500 | 275.500 | 275.500 | $6.00 | $0.00 | $1,653.00 | |
| 0155 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 36,000.000 | 0.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
| Subtotals For Category 0301/SIGN AND STRIPE | $-2.24 | $4,848.16 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0600/STAKING | ||||||||
| 0156 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $95,000.00 | ||||||||
| Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0157 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| 0158 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
| 0159 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $360,000.00 | $0.00 | $360,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $405,000.00 | ||||||||
| Subtotals For Project BRFY-176B(061)SS /20271(04) | $131,760.57 | $12,112,400.09 | ||||||||