| Contract ID: | 120264 | Estimate Number: | 0027 , Final | Spec Year: | 2009 | |||
| Primary JP: | 26232(04) | Residency: | HEAVENER (02200) | Contract No: | 810219 | |||
| Date Created: | 07/13/2015 | Contractor FEI: | 731576732 | Account No: | 400200 |
| Project Number(s): | BRFY-164B(143) | ||||||||
| Contract Description: | BRIDGE AND APPROACHES US-271: OVER HURD CREEK 2.4 MILES SOUTH OF SH-2. PROJECT LENGTH = 0.325 MILE. | ||||||||
| Primary County: | PUSHMATAHA | ||||||||
| Name of Road: | US-271 | ||||||||
| Prime Contractor: | PARADIGM CONSTRUCTION & ENGINEERING, INC | Time Charged: | 190.00 | ||||||
| P.O. BOX 700239 | Time Allowed: | 190.00 | |||||||
| TULSA , OK 74170-0239 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $1,864,831.51 | Payable This Statement: | $-1,054.20 |
| 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. |
| PARADIGM CONSTRUCTION & ENGINEERING, INC |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 120264 | Estimate Number: | 0027 | Contract No: | 810219 | |||
| Residency: | HEAVENER (02200) | Estimate Type: | Final | Account No: | 400200 | |||
| Project Number(s): | BRFY-164B(143) | ||||||||||||
| Primary Job Piece No: | 26232(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES US-271: OVER HURD CREEK 2.4 MILES SOUTH OF SH-2. PROJECT LENGTH = 0.325 MILE. | ||||||||||||
| Primary County: | PUSHMATAHA | ||||||||||||
| Name of Road: | US-271 | ||||||||||||
| Prime Contractor: | PARADIGM CONSTRUCTION & ENGINEERING, INC | ||||||||||||
| P.O. BOX 700239 | |||||||||||||
| TULSA , OK 74170-0239 | |||||||||||||
| Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
| Date Let: | 07/19/2012 | NTP Effective Date: | 12/03/2012 | Pay Period: | 10/16/2014 TO 06/11/2015 |
| Date Awarded: | 08/06/2012 | Date Work Began: | 11/12/2012 | Original Contract Time: | 180 |
| Date Contract Executed: | 08/21/2012 | Date Time Stopped: | 05/23/2014 | Current Time Charged: | 190.00 |
| Date NTP Issued: | 08/24/2012 | Completion Date: | 05/23/2014 | Current Time Allowed: | 190.00 |
| General Liability Expires: | 02/11/2016 | Workman's Comp Expires: | 07/01/2016 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $1,809,840.70 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $1,880,512.68 | Participating: | $1,877,120.20 | $1,879,205.87 | $-2,085.67 | ||
| Percent Complete: | 99.17 % | Non Participating: | $1,892.48 | $1,892.48 | $0.00 | ||
| Unearned Balance: | $15,681.17 | Total Earnings: | $1,879,012.68 | $1,881,098.35 | $-2,085.67 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $1,879,012.68 | $1,881,098.35 | $-2,085.67 | ||||
| Other Adjustments: | $3,818.83 | $2,787.36 | $1,031.47 | ||||
| Liq Dam/Disincentive: | $-18,000.00 | $-18,000.00 | $0.00 | ||||
| TOTAL: | $1,864,831.51 | $1,865,885.71 | $-1,054.20 | ||||
| Contract ID: | 120264 | Estimate Number: | 0027 | Primary JP: | 26232(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Beam Tie Plates be Galvanized. | Approved | 04/25/2013 | 0.0 | $3,886.44 |
| 002 | Change Incentive/Disincentive start date. | Approved | 05/28/2013 | 0.0 | $0.00 |
| 003 | To Add Addtional Quantities Borrow & Excav. | Approved | 11/04/2013 | 0.0 | $46,964.00 |
| 004 | Additional Reinforcing steel taken into warehouse stock. | Approved | 10/06/2014 | 0.0 | $1,892.48 |
| 005 | Credit Back Days | Approved | 07/15/2014 | 19.0 | $0.00 |
| 006 | Over Run TBSC | Approved | 10/06/2014 | 0.0 | $7,521.00 |
| 007 | Final Quantity Change Order | Approved | 03/04/2015 | 0.0 | $10,408.06 |
| 008 | Deduction for Pavement Smoothness Test | Approved | 06/11/2015 | 0.0 | $-1,500.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 26232(04) | 0010 | Separator Fabric | Stockpiled Material Adjustment | 0015 | $-5,179.09 |
| 26232(04) | 0010 | Separator Fabric | Stockpiled Material Initial Payment | 0013 | $5,179.09 |
| 26232(04) | 0018 | Class C Conc Paved ditches | Stockpiled Material Initial Payment | 0003 | $3,373.92 |
| 26232(04) | 0018 | Class C Conc Paved ditches | Stockpiled Material Closure | 0024 | $-1,468.18 |
| 26232(04) | 0018 | Class C Conc Paved ditches | Stockpiled Material Adjustment | 0020 | $-1,905.74 |
| 26232(04) | 0020 | 18" RCP Pipe | Stockpiled Material Initial Payment | 0003 | $497.25 |
| 26232(04) | 0020 | 18" RCP Pipe | Stockpiled Material Adjustment | 0021 | $-497.25 |
| 26232(04) | 0021 | 24" RCP | Stockpiled Material Initial Payment | 0003 | $2,530.89 |
| 26232(04) | 0021 | 24" RCP | Stockpiled Material Adjustment | 0020 | $-2,508.29 |
| 26232(04) | 0021 | 24" RCP | Stockpiled Material Closure | 0024 | $-22.60 |
| 26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0013 | $-760.41 |
| 26232(04) | 0022 | 18" CGSP | Stockpiled Material Initial Payment | 0003 | $4,171.39 |
| 26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0003 | $-391.07 |
| 26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0015 | $-586.60 |
| 26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0019 | $-2,020.52 |
| 26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0005 | $-412.79 |
| 26232(04) | 0023 | 96" CGSP | Stockpiled Material Initial Payment | 0003 | $15,617.16 |
| 26232(04) | 0023 | 96" CGSP | Stockpiled Material Closure | 0020 | $-15,617.16 |
| 26232(04) | 0024 | 18" PCES round | Stockpiled Material Initial Payment | 0003 | $1,027.65 |
| 26232(04) | 0024 | 18" PCES round | Stockpiled Material Adjustment | 0021 | $-1,027.65 |
| 26232(04) | 0025 | 24" PCES Round | Stockpiled Material Initial Payment | 0003 | $1,707.23 |
| 26232(04) | 0025 | 24" PCES Round | Stockpiled Material Adjustment | 0020 | $-1,707.23 |
| 26232(04) | 0026 | A4 CET | Stockpiled Material Initial Payment | 0003 | $105.43 |
| 26232(04) | 0026 | A4 CET | Stockpiled Material Adjustment | 0020 | $-105.43 |
| 26232(04) | 0027 | A6 CET | Stockpiled Material Adjustment | 0020 | $-128.86 |
| 26232(04) | 0027 | A6 CET | Stockpiled Material Initial Payment | 0003 | $128.86 |
| 26232(04) | 0043 | Prestressed Conc Beams | Stockpiled Material Initial Payment | 0003 | $181,971.09 |
| 26232(04) | 0043 | Prestressed Conc Beams | Stockpiled Material Adjustment | 0008 | $-60,657.03 |
| 26232(04) | 0043 | Prestressed Conc Beams | Stockpiled Material Adjustment | 0009 | $-121,314.06 |
| 26232(04) | 0046 | Traffic Rail | Stockpiled Material Adjustment | 0011 | $-1,118.25 |
| 26232(04) | 0046 | Traffic Rail | Stockpiled Material Adjustment | 0012 | $-1,863.75 |
| 26232(04) | 0046 | Traffic Rail | Stockpiled Material Initial Payment | 0003 | $2,982.00 |
| 26232(04) | 0052 | Epoxy Steel for piers & abut | Stockpiled Material Adjustment | 0008 | $-5,008.09 |
| 26232(04) | 0052 | Epoxy Steel for piers & abut | Stockpiled Material Initial Payment | 0003 | $7,216.63 |
| 26232(04) | 0052 | Epoxy Steel for piers & abut | Stockpiled Material Adjustment | 0007 | $-2,208.54 |
| 26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Adjustment | 0010 | $-8,961.57 |
| 26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Adjustment | 0008 | $-5,026.49 |
| 26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Adjustment | 0007 | $-2,208.52 |
| 26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Initial Payment | 0005 | $16,196.58 |
| 26232(04) | 0052 | APPROACH SLABS | Stockpiled Material Initial Payment | 0005 | $7,274.72 |
| 26232(04) | 0052 | APPROACH SLABS | Stockpiled Material Adjustment | 0007 | $-7,274.72 |
| 26232(04) | 0053 | HP 10 x 42 Pilings | Stockpiled Material Initial Payment | 0005 | $7,361.80 |
| 26232(04) | 0053 | HP 10 x 42 Pilings | Stockpiled Material Adjustment | 0006 | $-7,361.80 |
| 26232(04) | 0054 | Piles encasement | Stockpiled Material Initial Payment | 0003 | $220.66 |
| 26232(04) | 0054 | Piles encasement | Stockpiled Material Adjustment | 0007 | $-220.66 |
| 26232(04) | 0054 | 10" Pile Points Piles Driven | Stockpiled Material Adjustment | 0007 | $-820.05 |
| 26232(04) | 0054 | 10" Pile Points Piles Driven | Stockpiled Material Initial Payment | 0005 | $820.05 |
| 26232(04) | 0057 | 36" CGSP for Drill Shafts | Stockpiled Material Adjustment | 0006 | $-1,798.25 |
| 26232(04) | 0057 | 36" CGSP for Drill Shafts | Stockpiled Material Initial Payment | 0003 | $1,798.25 |
| 26232(04) | 0057 | Reinforcing Steel DS | Stockpiled Material Initial Payment | 0003 | $2,504.57 |
| 26232(04) | 0057 | Reinforcing Steel DS | Stockpiled Material Adjustment | 0006 | $-2,504.57 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0016 | --7.0 | $750.00 | $-5,250.00 |
| System Application of Liquidated Damages | 0017 | --3.0 | $750.00 | $-2,250.00 |
| System Application of Liquidated Damages | 0025 | -10.0 | $750.00 | $7,500.00 | Subtotals For Liquidated Damages | $0.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| LD Adjustment (Prog. Est. Only) | 0016 | $5,250.00 |
| LD Adjustment (Prog. Est. Only) | 0017 | $2,250.00 |
| LD Adjustment (Prog. Est. Only) | 0025 | $-7,500.00 |
| Milstone Adjust. (C/O) | 0025 | $9,000.00 |
| Withhold to Funds Avail(Prog. Est. Only) | 0025 | $-3,303.00 |
| Withhold to Funds Avail(Prog. Est. Only) | 0026 | $3,303.00 | Subtotals For Contract Adjustments | $9,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 26232(04) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 724.42 | $-1.25 | $-908.97 |
| 26232(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 645.15 | $-1.04 | $-674.02 |
| 26232(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 760.38 | $-1.25 | $-954.09 |
| 26232(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 123.92 | $-1.56 | $-194.52 |
| 26232(04) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 679.58 | $-1.43 | $-974.52 |
| 26232(04) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 24.83 | $-1.79 | $-44.55 |
| 26232(04) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 596.62 | $-1.19 | $-712.36 |
| 26232(04) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 400.30 | $-1.79 | $-718.14 |
| 26232(04) | 0057 | DRILLED SHAFTS 36" DIAMETER | * CONCRETE DEDUCTION AS PER SPEC 509 | 0024 | 0.00 | $0.00 | $-1,031.47 |
| 26232(04) | 0057 | DRILLED SHAFTS 36" DIAMETER | * CONCRETE DEDUCTION AS PER SPEC 509 | 0027 | 0.00 | $0.00 | $1,031.47 | Subtotals For Line Item Adjustments | $-5,181.17 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | INCENTIVE/DISINCENTIVE | 02/02/2013 | 07/19/2013 | 159.00 DYS | $1,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | System Application of Disincentive Adj | 0016 | $-14,000.00 |
| 01 | System Application of Disincentive Adj | 0017 | $-16,000.00 |
| 01 | System Application of Disincentive Adj | 0018 | $6,400.00 |
| 01 | System Application of Disincentive Adj | 0018 | $5,600.00 | Subtotals For Milestones | $-18,000.00 |
| Contract ID: | 120264 | Estimate Number: | 0027 | Primary JP: | 26232(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-164B(143) | Project: 26232(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 11,116.000 | 14,137.400 | 14,137.400 | $6.00 | $0.00 | $84,824.40 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,951.000 | 5,554.900 | 5,554.900 | $8.00 | $0.00 | $44,439.20 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,870.000 | 1,450.000 | 1,450.000 | $1.75 | $0.00 | $2,537.50 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 238.000 | 322.000 | 322.000 | $12.00 | $0.00 | $3,864.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 18,642.000 | 22,081.440 | 22,081.440 | $2.00 | $0.00 | $44,162.88 | |
| 0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.860 | 0.000 | 0.000 | $950.00 | $0.00 | $0.00 | |
| 0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 3,200.000 | 3,916.700 | 3,916.700 | $40.00 | $0.00 | $156,668.00 | |
| 0010 | SEPARATOR FABRIC | 325 5271 | SY | 8,105.000 | 7,839.550 | 7,839.550 | $1.50 | $0.00 | $11,759.32 | |
| 0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,603.000 | 1,929.250 | 1,929.250 | $23.00 | $0.00 | $44,372.75 | |
| 0012 | TACK COAT | 407(B) 0250 | GAL | 1,733.000 | 768.520 | 768.520 | $8.00 | $0.00 | $6,148.16 | |
| 0013 | PRIME COAT | 408 5774 | GAL | 5,238.000 | 3,747.330 | 3,747.330 | $8.50 | $0.00 | $31,852.31 | |
| 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 638.000 | 724.420 | 724.420 | $93.00 | $0.00 | $67,371.06 | |
| 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,697.000 | 1,529.450 | 1,529.450 | $83.00 | $0.00 | $126,944.35 | |
| 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 594.000 | 704.410 | 704.410 | $100.00 | $0.00 | $70,441.00 | |
| 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 720.000 | 996.920 | 996.920 | $88.00 | $0.00 | $87,728.96 | |
| 0018 | CLASS C CONCRETE | 509(D) 0325 | CY | 71.600 | 72.290 | 72.290 | $450.00 | $0.00 | $32,530.50 | |
| 0019 | TEMPORARY SHEET PILING | 514(J) 6390 | LSUM | 1.000 | 0.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
| 0020 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 82.000 | 40.000 | 40.000 | $35.00 | $0.00 | $1,400.00 | |
| 0021 | 24" R.C.PIPE CLASS IV | 613(A) 0583 | LF | 111.000 | 112.000 | 112.000 | $45.00 | $0.00 | $5,040.00 | |
| 0022 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 310.000 | 384.000 | 384.000 | $25.00 | $0.00 | $9,600.00 | |
| 0023 | 96" CORR. GALV. STEEL PIPE | 613(B) 4819 | LF | 188.000 | 188.000 | 188.000 | $100.00 | $0.00 | $18,800.00 | |
| 0024 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 2.000 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
| 0025 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 3.000 | 3.000 | 3.000 | $950.00 | $0.00 | $2,850.00 | |
| 0026 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 5.000 | 5.000 | 5.000 | $1,000.00 | $0.00 | $5,000.00 | |
| 0027 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 5.000 | 5.000 | 5.000 | $1,500.00 | $0.00 | $7,500.00 | |
| 0028 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 46.800 | 44.930 | 44.930 | $44.00 | $0.00 | $1,976.92 | |
| 0029 | TRENCH EXCAVATION | 613(V) 1180 | CY | 73.100 | 76.580 | 76.580 | $10.00 | $0.00 | $765.80 | |
| 0030 | REMOVAL OF FENCE | 619(B) 4725 | LF | 2,217.000 | 0.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
| 0031 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,778.000 | 11,214.820 | 11,214.820 | $6.00 | $0.00 | $67,288.92 | |
| 0032 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 4.000 | 3.000 | 3.000 | $2,500.00 | $0.00 | $7,500.00 | |
| 0033 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 400.000 | 400.000 | 400.000 | $3.00 | $0.00 | $1,200.00 | |
| 0034 | SAWING PAVEMENT | 619(C) 0924 | LF | 437.000 | 121.000 | 121.000 | $5.00 | $0.00 | $605.00 | |
| 0035 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 487.500 | 487.500 | 487.500 | $16.50 | $0.00 | $8,043.75 | |
| 0036 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,400.00 | $0.00 | $9,600.00 | |
| 0037 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,500.00 | $0.00 | $6,000.00 | |
| 0038 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 972.000 | 612.000 | 612.000 | $4.00 | $0.00 | $2,448.00 | |
| 0039 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 2.000 | 2.000 | 2.000 | $125.00 | $0.00 | $250.00 | |
| 8008 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-1,500.00 | $-1,500.00 | $-1,500.00 |
| Subtotals For Category 0100/ROADWAY | $-1,500.00 | $1,017,712.78 | ||||||||
| Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0200/BRIDGE "A" | ||||||||
| 0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 68.000 | 68.000 | 68.000 | $6.00 | $0.00 | $408.00 | |
| 0041 | GRANULAR BACKFILL | 501(F) 6352 | CY | 10.000 | 14.940 | 14.940 | $55.00 | $0.00 | $821.70 | |
| 0042 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 80.000 | $125.00 | $0.00 | $10,000.00 | |
| 0043 | PRESTRESSED CONCRETE BEAMS | 503(A) 6123 | LF | 1,155.000 | 1,155.000 | 1,155.000 | $220.00 | $0.00 | $254,100.00 | |
| 0044 | APPROACH SLAB | 504(A) 1304 | SY | 187.400 | 187.400 | 187.400 | $180.00 | $0.00 | $33,732.00 | |
| 0045 | SAW-CUT GROOVING | 504(B) 1305 | SY | 711.100 | 711.100 | 711.100 | $5.00 | $0.00 | $3,555.50 | |
| 0046 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 320.000 | 320.000 | 320.000 | $85.00 | $0.00 | $27,200.00 | |
| 0047 | STRUCTURAL STEEL | 506(A) 1322 | LB | 960.000 | 960.000 | 960.000 | $7.00 | $0.00 | $6,720.00 | |
| 0048 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 60.000 | 60.000 | 60.000 | $85.00 | $0.00 | $5,100.00 | |
| 0049 | CLASS AA CONCRETE | 509(A) 1326 | CY | 94.700 | 94.700 | 94.700 | $450.00 | $0.00 | $42,615.00 | |
| 0050 | CLASS A CONCRETE | 509(B) 1328 | CY | 92.200 | 92.200 | 92.200 | $550.00 | $0.00 | $50,710.00 | |
| 0051 | CLASS C CONCRETE | 509(D) 1331 | CY | 12.800 | 12.800 | 12.800 | $800.00 | $0.00 | $10,240.00 | |
| 0052 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,890.000 | 41,890.000 | 41,890.000 | $1.00 | $0.00 | $41,890.00 | |
| 0053 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 350.000 | 350.000 | 350.000 | $50.00 | $0.00 | $17,500.00 | |
| 0054 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 350.000 | 270.090 | 270.090 | $8.00 | $0.00 | $2,160.72 | |
| 0055 | (PL)PILOT HOLES | 514(K) 6260 | LF | 308.000 | 231.230 | 231.230 | $100.00 | $0.00 | $23,123.00 | |
| 0056 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 223.000 | 223.000 | 223.000 | $5.00 | $0.00 | $1,115.00 | |
| 0057 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 59.000 | 65.100 | 0.000 | 65.100 | $600.00 | $0.00 | $39,060.00 |
| 0058 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 760.000 | 457.070 | 457.070 | $40.00 | $0.00 | $18,282.80 | |
| 0059 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 435.000 | 174.880 | 174.880 | $25.00 | $0.00 | $4,372.00 | |
| 0060 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $30.00 | $0.00 | $2,520.00 | |
| 0061 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 30.000 | 30.000 | 30.000 | $20.00 | $0.00 | $600.00 | |
| 0062 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $37,000.00 | $0.00 | $37,000.00 | |
| 8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $3,886.44 | $0.00 | $3,886.44 | |
| 8007 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-585.67 | $-585.67 | $-585.67 |
| Subtotals For Category 0200/BRIDGE "A" | $-585.67 | $636,126.49 | ||||||||
| Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0300/TRAFFIC | ||||||||
| 0063 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 3.000 | 3.000 | 3.000 | $75.00 | $0.00 | $225.00 | |
| 0064 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 7.000 | 4.000 | 4.000 | $175.00 | $0.00 | $700.00 | |
| 0065 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 4.500 | 4.500 | 4.500 | $50.00 | $0.00 | $225.00 | |
| 0066 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 112.000 | 58.000 | 58.000 | $15.00 | $0.00 | $870.00 | |
| 0067 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 16.000 | 16.000 | 16.000 | $18.00 | $0.00 | $288.00 | |
| 0068 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 18,462.000 | 10,202.000 | 10,202.000 | $0.15 | $0.00 | $1,530.30 | |
| 0069 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 9,748.000 | 9,512.000 | 9,512.000 | $0.65 | $0.00 | $6,182.80 | |
| 0070 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 27.000 | 20.000 | 20.000 | $11.00 | $0.00 | $220.00 | |
| 0071 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,600.000 | 2,539.000 | 2,539.000 | $0.75 | $0.00 | $1,904.25 | |
| 0072 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,151.000 | 2,086.000 | 2,086.000 | $23.00 | $0.00 | $47,978.00 | |
| 0073 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 805.000 | 711.250 | 711.250 | $1.50 | $0.00 | $1,066.88 | |
| 0074 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 7,815.000 | 6,433.000 | 6,433.000 | $0.85 | $0.00 | $5,468.05 | |
| 0075 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,380.000 | 11,333.000 | 11,333.000 | $0.50 | $0.00 | $5,666.50 | |
| 0076 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,400.000 | 8,728.000 | 8,728.000 | $0.75 | $0.00 | $6,546.00 | |
| 0077 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,380.000 | 6,841.000 | 6,841.000 | $2.25 | $0.00 | $15,392.25 | |
| 0078 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 1,600.000 | 1,600.000 | $0.25 | $0.00 | $400.00 | |
| 0079 | VERTICAL PANELS | 880(D) 8854 | SD | 1,500.000 | 3,828.000 | 3,828.000 | $0.50 | $0.00 | $1,914.00 | |
| 0080 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 5,160.000 | 20,238.000 | 20,238.000 | $0.10 | $0.00 | $2,023.80 | |
| 0081 | DRUMS | 880(F) 8878 | SD | 8,660.000 | 25,841.000 | 25,841.000 | $0.10 | $0.00 | $2,584.10 | |
| 0082 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 480.000 | 516.000 | 516.000 | $6.00 | $0.00 | $3,096.00 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $104,280.93 | ||||||||
| Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0600/STAKING | ||||||||
| 0083 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $11,000.00 | ||||||||
| Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0084 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
| 0085 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
| 0086 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $102,000.00 | $0.00 | $102,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $108,000.00 | ||||||||
| Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0900/NON-PARTICIPATING | ||||||||
| 8006 | MATERIAL TAKEN INTO WAREHOUSE STOCK | 106 0200 | LSUM | 0.000 | 1.000 | 1.000 | $1,892.48 | $0.00 | $1,892.48 | |
| Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $1,892.48 | ||||||||
| Subtotals For Project BRFY-164B(143) /26232(04) | $-2,085.67 | $1,879,012.68 | ||||||||