| Contract ID: | 120190 | Estimate Number: | 0031 , Final | Spec Year: | 2009 | |||
| Primary JP: | 24243(04) | Residency: | BUFFALO (06100) | Contract No: | 810022 | |||
| Date Created: | 08/10/2016 | Contractor FEI: | 480793597 | Account No: | 400600 |
| Project Number(s): | BRFY-176B(125) | ||||||||
| Contract Description: | BRIDGE AND APPROACHES US-64: OVER WHITE HORSE CREEK 9.0 MILES EAST OF SH-50. PROJECT LENGTH = 0.982 MILES. | ||||||||
| Primary County: | WOODS | ||||||||
| Name of Road: | US-64 | ||||||||
| Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | Time Charged: | 322.00 | ||||||
| P. O. BOX 1486 | Time Allowed: | 334.00 | |||||||
| GREAT BEND , KS 67530 | Percent Time: | 96.41 % | |||||||
| Paid To Date: | $5,287,996.71 | Payable This Statement: | $22,190.38 |
| 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: | 120190 | Estimate Number: | 0031 | Contract No: | 810022 | |||
| Residency: | BUFFALO (06100) | Estimate Type: | Final | Account No: | 400600 | |||
| Project Number(s): | BRFY-176B(125) | ||||||||||||
| Primary Job Piece No: | 24243(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES US-64: OVER WHITE HORSE CREEK 9.0 MILES EAST OF SH-50. PROJECT LENGTH = 0.982 MILES. | ||||||||||||
| Primary County: | WOODS | ||||||||||||
| Name of Road: | US-64 | ||||||||||||
| 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: | 05/17/2012 | NTP Effective Date: | 10/01/2012 | Pay Period: | 05/01/2015 TO 06/28/2016 |
| Date Awarded: | 06/04/2012 | Date Work Began: | 07/30/2012 | Original Contract Time: | 310 |
| Date Contract Executed: | 06/19/2012 | Date Time Stopped: | 07/14/2015 | Current Time Charged: | 322.00 |
| Date NTP Issued: | 07/13/2012 | Completion Date: | 07/14/2015 | Current Time Allowed: | 334.00 |
| General Liability Expires: | 03/26/2017 | Workman's Comp Expires: | 03/26/2017 | Percent Time Used: | 96.41 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $5,222,031.23 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $5,368,765.37 | Participating: | $5,309,023.60 | $5,301,102.24 | $7,921.36 | ||
| Percent Complete: | 98.50 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $80,768.66 | Total Earnings: | $5,309,023.60 | $5,301,102.24 | $7,921.36 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $5,309,023.60 | $5,301,102.24 | $7,921.36 | ||||
| Other Adjustments: | $-21,026.89 | $-35,295.91 | $14,269.02 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $5,287,996.71 | $5,265,806.33 | $22,190.38 | ||||
| Contract ID: | 120190 | Estimate Number: | 0031 | Primary JP: | 24243(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | To delete note "TC-78" | Approved | 10/03/2012 | 0.0 | $0.00 |
| 002 | "Wing Barricades" | Approved | 10/03/2012 | 0.0 | $3,300.00 |
| 003 | "Strip Drains" | Approved | 09/21/2012 | 3.0 | $7,011.00 |
| 004 | "Rock Excavation" | Approved | 03/05/2013 | 21.0 | $109,410.54 |
| 005 | "Channelizer Cones" and "Pipe Extensions" | Approved | 09/09/2013 | 0.0 | $27,012.60 |
| 006 | Finalizing Contract Item Quantities | Approved | 06/27/2016 | 0.0 | $-59,741.81 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0017 | $-1,525.51 |
| 24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0008 | $95,196.35 |
| 24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-93,670.84 |
| 24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0014 | $9,944.88 |
| 24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-9,944.88 |
| 24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0014 | $1,407.92 |
| 24243(04) | 0020 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-1,407.92 |
| 24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Adjustment | 0016 | $-28,777.11 |
| 24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Initial Payment | 0008 | $95,618.94 |
| 24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Adjustment | 0018 | $-3,089.83 |
| 24243(04) | 0022 | ASCO MIXS46422OK(IA) | Stockpiled Material Closure | 0019 | $-63,752.00 |
| 24243(04) | 0049 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $0.00 |
| 24243(04) | 0049 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0012 | $0.00 |
| 24243(04) | 0049 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $0.00 |
| 24243(04) | 0049 | HC-III | Stockpiled Material Adjustment | 0012 | $-73,974.89 |
| 24243(04) | 0049 | HC-III | Stockpiled Material Adjustment | 0008 | $-154,646.26 |
| 24243(04) | 0049 | HC-III | Stockpiled Material Initial Payment | 0006 | $228,621.15 |
| 24243(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-6,393.60 |
| 24243(04) | 0052 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $6,393.60 |
| 24243(04) | 0054 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-900.00 |
| 24243(04) | 0054 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $900.00 |
| 24243(04) | 0055 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-6,098.80 |
| 24243(04) | 0055 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $6,098.80 |
| 24243(04) | 0056 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0009 | $6,098.80 |
| 24243(04) | 0056 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0012 | $-6,098.80 | 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 |
| 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 |
| 24243(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 22,353.00 | $-0.03 | $-693.39 |
| 24243(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 33,529.20 | $0.00 | $134.79 |
| 24243(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0021 | 16,602.86 | $-0.06 | $-1,013.11 |
| 24243(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0016 | 511.35 | $-0.05 | $-29.67 |
| 24243(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0021 | -701.50 | $-0.06 | $42.81 |
| 24243(04) | 0009 | SOLID SLAB SODDING | * SUBSTANDARD ITEM | 0029 | 6,084.81 | $-1.50 | $-9,127.22 |
| 24243(04) | 0009 | SOLID SLAB SODDING | * SUBSTANDARD ITEM | 0031 | 0.00 | $0.00 | $9,127.22 |
| 24243(04) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 1,983.26 | $-1.05 | $-2,084.51 |
| 24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 3,668.22 | $-1.05 | $-3,855.48 |
| 24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 2,748.40 | $-1.05 | $-2,888.71 |
| 24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 5,270.78 | $-1.05 | $-5,539.85 |
| 24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 677.34 | $-1.05 | $-711.92 |
| 24243(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 62.44 | $-1.05 | $-65.63 |
| 24243(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 1,473.84 | $-1.20 | $-1,770.38 |
| 24243(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,111.38 | $-1.20 | $-1,334.99 |
| 24243(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 119.33 | $-1.20 | $-143.34 |
| 24243(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 893.70 | $-1.20 | $-1,073.51 |
| 24243(04) | 0057 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-1,598.88 |
| 24243(04) | 0057 | CLASS AA CONCRETE | * QAQC | 0021 | 0.00 | $0.00 | $-3,542.92 |
| 24243(04) | 0057 | CLASS AA CONCRETE | * QAQC | 0031 | 0.00 | $0.00 | $3,542.92 |
| 24243(04) | 0057 | CLASS AA CONCRETE | * Material Discrepancy Adjustments | 0031 | 0.00 | $0.00 | $1,598.88 | Subtotals For Line Item Adjustments | $-21,026.89 | * = 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: | 120190 | Estimate Number: | 0031 | Primary JP: | 24243(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(125) | Project: 24243(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 111,765.000 | 111,603.110 | 111,603.110 | $4.00 | $0.00 | $446,412.44 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 23,817.000 | 21,629.860 | 21,629.860 | $4.00 | $0.00 | $86,519.44 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $65,000.00 | $0.00 | $65,000.00 | |
| 0005 | OBLITERATING ABANDONED ROAD | 210 0121 | LF | 2,617.000 | 2,616.670 | 0.670 | 2,616.670 | $3.50 | $2.35 | $9,158.35 |
| 0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,184.000 | 6,462.000 | 6,462.000 | $2.00 | $0.00 | $12,924.00 | |
| 0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 460.000 | 559.000 | 559.000 | $9.00 | $0.00 | $5,031.00 | |
| 0008 | DITCH LINER PROTECTION | 229 4318 | LF | 4,992.000 | 5,685.000 | 5,685.000 | 5,685.000 | $1.50 | $8,527.50 | $8,527.50 |
| 0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 84,539.000 | 121,726.220 | 30.010 | 121,726.220 | $1.50 | $45.02 | $182,589.35 |
| 0010 | SEEDING METHOD B | 232(B) 2814 | AC | 17.470 | 0.000 | 0.000 | $550.00 | $0.00 | $0.00 | |
| 0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.470 | 14.130 | 0.030 | 14.130 | $550.00 | $16.50 | $7,771.50 |
| 0012 | MOWING | 241 2832 | AC | 34.940 | 23.300 | 23.300 | $72.00 | $0.00 | $1,677.60 | |
| 0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 840.000 | 858.000 | 18.000 | 858.000 | $85.00 | $1,530.00 | $72,930.00 |
| 0014 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 24,582.000 | 24,337.000 | 24,337.000 | $1.00 | $0.00 | $24,337.00 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 91.000 | 143.970 | 2.500 | 143.970 | $75.00 | $187.50 | $10,797.75 |
| 0016 | TACK COAT | 407(B) 0250 | GAL | 17,718.000 | 11,950.000 | 11,950.000 | $2.25 | $0.00 | $26,887.50 | |
| 0017 | PRIME COAT | 408 5774 | GAL | 7,679.000 | 6,000.000 | 6,000.000 | $4.00 | $0.00 | $24,000.00 | |
| 0018 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 25,655.000 | 24,337.000 | 24,337.000 | $2.00 | $0.00 | $48,674.00 | |
| 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 2,217.000 | 1,983.260 | 1,983.260 | $92.00 | $0.00 | $182,459.92 | |
| 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 12,750.000 | 12,427.180 | 12,427.180 | $85.00 | $0.00 | $1,056,310.30 | |
| 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 1,452.000 | 1,473.840 | 1,473.840 | $99.00 | $0.00 | $145,910.16 | |
| 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,302.000 | 2,124.410 | 2,124.410 | $97.00 | $0.00 | $206,067.77 | |
| 0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 47.000 | 47.000 | 47.000 | $50.00 | $0.00 | $2,350.00 | |
| 0024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 278.000 | 280.900 | 2.900 | 280.900 | $556.00 | $1,612.40 | $156,180.40 |
| 0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 898.000 | 1,032.330 | 15.230 | 1,032.330 | $250.00 | $3,807.50 | $258,082.50 |
| 0026 | REINFORCING STEEL | 511(A) 0332 | LB | 41,832.000 | 41,233.000 | -267.000 | 41,233.000 | $0.90 | $-240.30 | $37,109.70 |
| 0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 25.000 | 70.710 | 70.710 | $65.00 | $0.00 | $4,596.15 | |
| 0028 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 138.000 | 100.000 | 6.000 | 100.000 | $31.00 | $186.00 | $3,100.00 |
| 0029 | 12" CORR. GALV. STEEL PIPE | 613(B) 0688 | LF | 64.000 | 64.000 | 64.000 | $14.60 | $0.00 | $934.40 | |
| 0030 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 48.000 | 48.000 | 48.000 | $26.00 | $0.00 | $1,248.00 | |
| 0031 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 369.000 | 0.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
| 0032 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 123.000 | 0.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
| 0033 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 6.000 | 4.000 | 4.000 | $880.00 | $0.00 | $3,520.00 | |
| 0034 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 0.000 | 0.000 | $640.00 | $0.00 | $0.00 | |
| 0035 | PREFABRICATED WICK DRAIN | 614(A) 7049 | LF | 16,000.000 | 9,395.000 | 9,395.000 | $0.94 | $0.00 | $8,831.30 | |
| 0036 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
| 0037 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 4.000 | 0.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
| 0038 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 18,616.000 | 18,649.300 | 18,649.300 | $2.50 | $0.00 | $46,623.25 | |
| 0039 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 821.000 | 820.000 | 820.000 | $2.00 | $0.00 | $1,640.00 | |
| 0040 | REMOVE AND RESET CATTLE GUARD | 619(B) 8610 | EA | 1.000 | 0.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
| 0041 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,490.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0042 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,150.000 | 1,150.000 | 1,150.000 | $14.50 | $0.00 | $16,675.00 | |
| 0043 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
| 0044 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
| 0045 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 7,952.000 | 8,420.000 | -89.000 | 8,420.000 | $4.00 | $-356.00 | $33,680.00 |
| 0046 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 29.000 | 29.000 | 11.000 | 29.000 | $25.00 | $275.00 | $725.00 |
| 8001 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 0.000 | 30.000 | 30.000 | $186.17 | $0.00 | $5,585.10 | |
| 8002 | WING BARRICADES | 880(C) 8848 | SD | 0.000 | 1,728.000 | 1,728.000 | $2.20 | $0.00 | $3,801.60 | |
| 8003 | (SP)PREFABRICATED STRIP DRAIN | 614(B) 7050 | LF | 0.000 | 3,765.000 | 3,765.000 | $1.71 | $0.00 | $6,438.15 | |
| 8004 | ROCK EXCAVATION | 202(C) 0182 | CY | 0.000 | 7,957.130 | 7,957.130 | $13.75 | $0.00 | $109,410.54 | |
| 8005 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 0.000 | 2.000 | 2.000 | $1,207.50 | $0.00 | $2,415.00 | |
| 8008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 0.000 | 6,086.310 | 6,086.310 | 6,086.310 | $-1.50 | $-9,129.47 | $-9,129.47 |
| Subtotals For Category 0100/ROADWAY | $6,464.00 | $3,426,002.20 | ||||||||
| Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0200/BRIDGE | ||||||||
| 0047 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 200.000 | 200.000 | 200.000 | $12.50 | $0.00 | $2,500.00 | |
| 0048 | CLSM BACKFILL | 501(G) 6309 | CY | 280.000 | 280.000 | 82.000 | 280.000 | $126.40 | $10,364.80 | $35,392.00 |
| 0049 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,297.000 | 1,297.000 | 1,297.000 | $266.00 | $0.00 | $345,002.00 | |
| 0050 | APPROACH SLAB | 504(A) 1304 | SY | 281.200 | 281.200 | 281.200 | $144.65 | $0.00 | $40,675.58 | |
| 0051 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,718.100 | 1,718.100 | 1,718.100 | $4.05 | $0.00 | $6,958.31 | |
| 0052 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 43.200 | 43.200 | 43.200 | $204.13 | $0.00 | $8,818.42 | |
| 0053 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 773.400 | 773.400 | -0.300 | 773.400 | $46.75 | $-14.03 | $36,156.45 |
| 0054 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,600.000 | 3,600.000 | 3,600.000 | $1.56 | $0.00 | $5,616.00 | |
| 0055 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,541.36 | $0.00 | $20,330.88 | |
| 0056 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,547.80 | $0.00 | $40,764.80 | |
| 0057 | CLASS AA CONCRETE | 509(A) 1326 | CY | 428.500 | 428.500 | 0.000 | 428.500 | $430.50 | $0.00 | $184,469.25 |
| 0058 | CLASS A CONCRETE | 509(B) 1328 | CY | 236.200 | 236.200 | 236.200 | $378.50 | $0.00 | $89,401.70 | |
| 0059 | REINFORCING STEEL | 511(A) 1332 | LB | 1,360.000 | 1,360.000 | 1,360.000 | $0.84 | $0.00 | $1,142.40 | |
| 0060 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 121,110.000 | 121,110.000 | 121,110.000 | $0.87 | $0.00 | $105,365.70 | |
| 0061 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 278.000 | 278.860 | 278.860 | $28.92 | $0.00 | $8,064.63 | |
| 0062 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,158.000 | 1,164.860 | 1,164.860 | $36.46 | $0.00 | $42,470.80 | |
| 0063 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 278.000 | 278.860 | 278.860 | $5.85 | $0.00 | $1,631.33 | |
| 0064 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,158.000 | 1,164.150 | 1,164.150 | $6.25 | $0.00 | $7,275.94 | |
| 0065 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,644.000 | 1,644.000 | 1,644.000 | $3.60 | $0.00 | $5,918.40 | |
| 0066 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 254.000 | 254.000 | 254.000 | $662.24 | $0.00 | $168,208.96 | |
| 0067 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 40.800 | 40.800 | 0.800 | 40.800 | $4.00 | $3.20 | $163.20 |
| 0068 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.500 | $150.00 | $0.00 | $75.00 | |
| 0069 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 4,680.000 | 3,992.400 | -70.710 | 3,992.400 | $53.19 | $-3,761.06 | $212,355.77 |
| 0070 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 880.000 | 807.730 | 0.130 | 807.730 | $48.09 | $6.25 | $38,843.74 |
| 0071 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $23.66 | $0.00 | $1,987.44 | |
| 0072 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 74.000 | 74.000 | 74.000 | $21.53 | $0.00 | $1,593.22 | |
| 0073 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 8009 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-1,598.88 | $-1,598.88 | $-1,598.88 |
| 8010 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-3,542.92 | $-3,542.92 | $-3,542.92 |
| Subtotals For Category 0200/BRIDGE | $1,457.36 | $1,426,040.12 | ||||||||
| Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0074 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 5,000.000 | 49,636.000 | 49,636.000 | $0.25 | $0.00 | $12,409.00 | |
| 0075 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 1,000.000 | 996.000 | 996.000 | $0.50 | $0.00 | $498.00 | |
| 0076 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 13,335.000 | 13,335.000 | $0.25 | $0.00 | $3,333.75 | |
| 0077 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 620.000 | 0.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
| 0078 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,100.000 | 3,712.000 | 3,712.000 | $0.25 | $0.00 | $928.00 | |
| 0079 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,860.000 | 7,614.000 | 7,614.000 | $2.50 | $0.00 | $19,035.00 | |
| 0080 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,480.000 | 8,427.000 | 8,427.000 | $2.50 | $0.00 | $21,067.50 | |
| 0081 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,860.000 | 1,260.000 | 1,260.000 | $0.25 | $0.00 | $315.00 | |
| 0082 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,750.000 | 8,317.000 | 8,317.000 | $0.05 | $0.00 | $415.85 | |
| 0083 | DRUMS | 880(F) 8878 | SD | 31,000.000 | 14,180.000 | 14,180.000 | $0.12 | $0.00 | $1,701.60 | |
| 0084 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 60.000 | 143.000 | 143.000 | $45.00 | $0.00 | $6,435.00 | |
| 8006 | CHANNELIZER CONES | 880(G) 8890 | SD | 0.000 | 9,369.000 | 9,369.000 | $0.12 | $0.00 | $1,124.28 | |
| 8007 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 18,695.000 | 18,695.000 | $0.94 | $0.00 | $17,573.30 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $84,836.28 | ||||||||
| Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0301/SIGNING & STRIPING | ||||||||
| 0085 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 4.000 | 8.000 | 8.000 | $50.00 | $0.00 | $400.00 | |
| 0086 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 35.100 | 35.000 | 35.000 | $15.00 | $0.00 | $525.00 | |
| 0087 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 88.000 | 72.000 | 72.000 | $10.00 | $0.00 | $720.00 | |
| 0088 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 1,550.000 | 0.000 | 0.000 | $1.85 | $0.00 | $0.00 | |
| Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $1,645.00 | ||||||||
| Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0600/STAKING | ||||||||
| 0089 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $60,000.00 | ||||||||
| Fed/State Project Number: BRFY-176B(125) | Project: 24243(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0090 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $29,000.00 | $0.00 | $29,000.00 | |
| 0091 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
| 0092 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $273,000.00 | $0.00 | $273,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $310,500.00 | ||||||||
| Subtotals For Project BRFY-176B(125) /24243(04) | $7,921.36 | $5,309,023.60 | ||||||||