| Contract ID: | 100610 | Estimate Number: | 0020 , Final | Spec Year: | 2009 | |||
| Primary JP: | 21842(04) | Residency: | ADA (03100) | Contract No: | 610756 | |||
| Date Created: | 01/16/2014 | Contractor FEI: | 731557599A | Account No: | 400300 |
| Project Number(s): | BRFY-162B(118) | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-99: OVER CLEAR BOGGY CREEK, 1.54 MILES SOUTH OF THE SH-3 JUNCTION. PROJECT LENGTH = 0.254 MILES. | ||||||||
| Primary County: | PONTOTOC | ||||||||
| Name of Road: | SH-99 | ||||||||
| Prime Contractor: | PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) | Time Charged: | 227.00 | ||||||
| 1105 FIRST PLACE BLVD. | Time Allowed: | 188.00 | |||||||
| YUKON , OK 73099 | Percent Time: | 120.74 % | |||||||
| Paid To Date: | $1,627,571.03 | Payable This Statement: | $16,787.86 |
| 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. |
| PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) |
| _________________________________________________ |
| 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: | 100610 | Estimate Number: | 0020 | Contract No: | 610756 | |||
| Residency: | ADA (03100) | Estimate Type: | Final | Account No: | 400300 | |||
| Project Number(s): | BRFY-162B(118) | ||||||||||||
| Primary Job Piece No: | 21842(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-99: OVER CLEAR BOGGY CREEK, 1.54 MILES SOUTH OF THE SH-3 JUNCTION. PROJECT LENGTH = 0.254 MILES. | ||||||||||||
| Primary County: | PONTOTOC | ||||||||||||
| Name of Road: | SH-99 | ||||||||||||
| Prime Contractor: | PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) | ||||||||||||
| 1105 FIRST PLACE BLVD. | |||||||||||||
| YUKON , OK 73099 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 10/21/2010 | NTP Effective Date: | 03/01/2011 | Pay Period: | 03/01/2012 TO 09/15/2013 |
| Date Awarded: | 11/08/2010 | Date Work Began: | 03/01/2011 | Original Contract Time: | 180 |
| Date Contract Executed: | 11/23/2010 | Date Time Stopped: | 09/19/2012 | Current Time Charged: | 227.00 |
| Date NTP Issued: | 11/29/2010 | Completion Date: | 09/19/2012 | Current Time Allowed: | 188.00 |
| General Liability Expires: | 04/15/2013 | Workman's Comp Expires: | 06/30/2013 | Percent Time Used: | 120.74 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $1,634,999.97 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $1,642,949.97 | Participating: | $1,638,198.69 | $1,621,387.05 | $16,811.64 | ||
| Percent Complete: | 99.06 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $15,378.94 | Total Earnings: | $1,638,198.69 | $1,621,387.05 | $16,811.64 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $1,638,198.69 | $1,621,387.05 | $16,811.64 | ||||
| Other Adjustments: | $18,622.34 | $18,646.12 | $-23.78 | ||||
| Liq Dam/Disincentive: | $-29,250.00 | $-29,250.00 | $0.00 | ||||
| TOTAL: | $1,627,571.03 | $1,610,783.17 | $16,787.86 | ||||
| Contract ID: | 100610 | Estimate Number: | 0020 | Primary JP: | 21842(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Change Uncl.Exc & Uncl.borrow from meas to pay plan Qty. | Approved | 04/19/2011 | 0.0 | $0.00 |
| 002 | Additional RipRap for detour slope | Approved | 06/01/2011 | 0.0 | $2,750.00 |
| 003 | Add'itional Time | Approved | 10/19/2011 | 8.0 | $0.00 |
| 004 | CO to add Piling Splices | Approved | 10/25/2012 | 0.0 | $5,200.00 |
| 005 | Finalizing Contract Item Qtys | Approved | 08/28/2013 | 0.0 | $-4,751.28 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 21842(04) | 0025 | MOH TYPE 2 SMD GRATES | Stockpiled Material Adjustment | 0018 | $-627.50 |
| 21842(04) | 0025 | MOH TYPE 2 SMD GRATES | Stockpiled Material Initial Payment | 0010 | $627.50 |
| 21842(04) | 0027 | MOH 96" CGSP | Stockpiled Material Closure | 0016 | $-34,794.89 |
| 21842(04) | 0027 | MOH 96" CGSP | Stockpiled Material Initial Payment | 0004 | $34,794.89 |
| 21842(04) | 0042 | MOH Beams & Pads | Stockpiled Material Initial Payment | 0002 | $97,104.64 |
| 21842(04) | 0042 | MOH Beams & Pads | Stockpiled Material Adjustment | 0011 | $-97,104.64 |
| 21842(04) | 0045 | MOH SEALED EXP JOINT | Stockpiled Material Adjustment | 0013 | $-7,782.40 |
| 21842(04) | 0045 | MOH SEALED EXP JOINT | Stockpiled Material Initial Payment | 0010 | $7,782.40 |
| 21842(04) | 0048 | MOH FIXED BEARING ASSY. | Stockpiled Material Adjustment | 0011 | $-24,304.00 |
| 21842(04) | 0048 | MOH FIXED BEARING ASSY. | Stockpiled Material Initial Payment | 0010 | $24,304.00 |
| 21842(04) | 0049 | MOH EXP BEARING ASSY | Stockpiled Material Adjustment | 0011 | $-12,152.00 |
| 21842(04) | 0049 | MOH EXP BEARING ASSY | Stockpiled Material Initial Payment | 0010 | $12,152.00 |
| 21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Adjustment | 0010 | $-4,393.76 |
| 21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Adjustment | 0009 | $-1,464.59 |
| 21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Adjustment | 0011 | $-7,994.44 |
| 21842(04) | 0053 | MOH Epox ReBar | Stockpiled Material Initial Payment | 0007 | $13,852.79 |
| 21842(04) | 0054 | MOH 10.42 Piling | Stockpiled Material Initial Payment | 0001 | $2,930.40 |
| 21842(04) | 0054 | MOH 10.42 Piling | Stockpiled Material Closure | 0016 | $-130.24 |
| 21842(04) | 0054 | MOH 10.42 Piling | Stockpiled Material Adjustment | 0010 | $-2,800.16 |
| 21842(04) | 0055 | MOH 12.53 PIling | Stockpiled Material Adjustment | 0010 | $-11,584.56 |
| 21842(04) | 0055 | MOH 12.53 PIling | Stockpiled Material Initial Payment | 0001 | $12,221.30 |
| 21842(04) | 0055 | MOH 12.53 PIling | Stockpiled Material Closure | 0016 | $-636.74 |
| 21842(04) | 0059 | MOH Drill Shaft - Epox Rebar | Stockpiled Material Initial Payment | 0008 | $11,807.39 |
| 21842(04) | 0059 | MOH Drill Shaft - Epox Rebar | Stockpiled Material Adjustment | 0009 | $-11,807.39 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0012 | --5.0 | $750.00 | $-3,750.00 |
| System Application of Liquidated Damages | 0013 | --12 | $750.00 | $-9,000.00 |
| System Application of Liquidated Damages | 0014 | --11 | $750.00 | $-8,250.00 |
| System Application of Liquidated Damages | 0015 | --11 | $750.00 | $-8,250.00 | Subtotals For Liquidated Damages | $-29,250.00 |
| 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 |
| 21842(04) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 457.52 | $3.11 | $1,423.41 |
| 21842(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,489.71 | $4.05 | $6,042.49 |
| 21842(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 1,989.97 | $3.11 | $6,191.10 |
| 21842(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 52.32 | $3.00 | $157.28 |
| 21842(04) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 316.40 | $3.55 | $1,124.99 |
| 21842(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 519.52 | $4.63 | $2,408.29 |
| 21842(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 286.75 | $3.55 | $1,019.57 |
| 21842(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 122.70 | $3.55 | $436.27 |
| 21842(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -52.70 | $3.43 | $-181.06 | Subtotals For Line Item Adjustments | $18,622.34 |
| 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: | 100610 | Estimate Number: | 0020 | Primary JP: | 21842(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-162B(118) | Project: 21842(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,500.00 | $0.00 | $10,500.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 20,454.000 | 20,454.000 | 20,454.000 | $3.68 | $0.00 | $75,270.72 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,669.000 | 1,669.000 | 1,669.000 | $5.78 | $0.00 | $9,646.82 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $10,694.25 | $0.00 | $10,694.26 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,060.000 | 2,100.000 | 2,100.000 | $2.10 | $0.00 | $4,410.00 | |
| 0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 0.000 | 0.000 | $630.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 170.000 | 242.000 | 242.000 | $7.35 | $0.00 | $1,778.70 | |
| 0008 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 4.000 | 16.670 | 12.670 | 16.670 | $525.00 | $6,651.75 | $8,751.75 |
| 0009 | DITCH LINER PROTECTION | 229 4318 | LF | 345.000 | 330.000 | 330.000 | $1.94 | $0.00 | $640.20 | |
| 0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 18,385.000 | 27,038.830 | -0.010 | 27,038.830 | $1.84 | $-0.02 | $49,751.45 |
| 0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.500 | 0.000 | 0.000 | $682.50 | $0.00 | $0.00 | |
| 0012 | MOWING | 241 2832 | AC | 13.000 | 0.000 | 0.000 | $42.00 | $0.00 | $0.00 | |
| 0013 | LIME | 307(D) 4230 | TON | 271.000 | 245.340 | 0.080 | 245.340 | $152.25 | $12.18 | $37,353.01 |
| 0014 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 10,552.000 | 10,407.780 | 0.020 | 10,407.780 | $4.20 | $0.08 | $43,712.67 |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 82.000 | 46.150 | 24.010 | 46.150 | $21.11 | $506.85 | $974.23 |
| 0016 | FOG SEAL | 407(A) 4659 | GAL | 53.000 | 0.000 | 0.000 | $11.55 | $0.00 | $0.00 | |
| 0017 | TACK COAT | 407(B) 0250 | GAL | 1,949.000 | 864.970 | 8.220 | 864.970 | $3.15 | $25.89 | $2,724.65 |
| 0018 | PRIME COAT | 408 5774 | GAL | 2,340.000 | 2,238.650 | -51.580 | 2,238.650 | $5.09 | $-262.54 | $11,394.74 |
| 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 499.000 | 457.520 | 457.520 | $76.81 | $0.00 | $35,142.11 | |
| 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 3,817.000 | 3,532.000 | 52.320 | 3,532.000 | $59.96 | $3,137.11 | $211,778.72 |
| 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 383.000 | 316.400 | 316.400 | $79.43 | $0.00 | $25,131.65 | |
| 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 856.000 | 876.270 | -52.700 | 876.270 | $66.99 | $-3,530.37 | $58,701.32 |
| 0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 533.000 | 448.000 | 448.000 | $15.75 | $0.00 | $7,056.00 | |
| 0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 78.000 | 47.160 | 47.160 | $262.50 | $0.00 | $12,379.50 | |
| 0025 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 2.000 | 2.000 | 2.000 | $1,575.00 | $0.00 | $3,150.00 | |
| 0026 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 278.000 | 356.000 | 356.000 | $22.01 | $0.00 | $7,835.56 | |
| 0027 | 96" CORR. GALV. STEEL PIPE | 613(B) 4819 | LF | 420.000 | 420.000 | 420.000 | $111.05 | $0.00 | $46,641.00 | |
| 0028 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 3.000 | 3.000 | 3.000 | $1,890.00 | $0.00 | $5,670.00 | |
| 0029 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 3.000 | 3.000 | 3.000 | $2,100.00 | $0.00 | $6,300.00 | |
| 0030 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,625.00 | $0.00 | $2,625.00 | |
| 0031 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,775.000 | 6,631.000 | 6,631.000 | $2.26 | $0.00 | $14,986.06 | |
| 0032 | SAWING PAVEMENT | 619(C) 0924 | LF | 556.000 | 48.000 | 48.000 | $6.30 | $0.00 | $302.40 | |
| 0033 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,092.000 | 1,055.000 | 1,055.000 | $15.75 | $0.00 | $16,616.25 | |
| 0034 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,625.00 | $0.00 | $10,500.00 | |
| 0035 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,837.50 | $0.00 | $7,350.00 | |
| 0036 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,311.000 | 1,512.000 | 100.000 | 1,512.000 | $3.61 | $361.00 | $5,458.32 |
| 0037 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 2.000 | 2.000 | $52.50 | $0.00 | $105.00 | |
| 0038 | MAILBOX | 629(C) 4960 | EA | 6.000 | 2.000 | 2.000 | $21.00 | $0.00 | $42.00 | |
| 0039 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 2.000 | 2.000 | 2.000 | $10.50 | $21.00 | $21.00 |
| Subtotals For Category 0100/ROADWAY | $6,922.93 | $745,395.09 | ||||||||
| Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 300.000 | 300.000 | 300.000 | $12.60 | $0.00 | $3,780.00 | |
| 0041 | CLSM BACKFILL | 501(G) 6309 | CY | 220.000 | 220.000 | 220.000 | $114.44 | $0.00 | $25,176.80 | |
| 0042 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 636.000 | 636.000 | 636.000 | $194.01 | $0.00 | $123,390.36 | |
| 0043 | APPROACH SLAB | 504(A) 1304 | SY | 337.400 | 337.400 | 337.400 | $189.00 | $0.00 | $63,768.60 | |
| 0044 | SAW-CUT GROOVING | 504(B) 1305 | SY | 920.000 | 920.000 | 920.000 | $4.25 | $0.00 | $3,910.00 | |
| 0045 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 48.640 | 48.640 | 48.640 | $245.28 | $0.00 | $11,930.42 | |
| 0046 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 470.500 | 470.500 | 470.500 | $57.62 | $0.00 | $27,110.21 | |
| 0047 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,540.000 | 1,540.000 | 1,540.000 | $1.71 | $0.00 | $2,633.40 | |
| 0048 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 16.000 | 16.000 | 16.000 | $1,856.52 | $0.00 | $29,704.32 | |
| 0049 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 8.000 | 8.000 | 8.000 | $1,856.52 | $0.00 | $14,852.16 | |
| 0050 | CLASS AA CONCRETE | 509(A) 1326 | CY | 193.200 | 193.200 | 193.200 | $428.93 | $0.00 | $82,869.28 | |
| 0051 | CLASS A CONCRETE | 509(B) 1328 | CY | 188.300 | 188.300 | 188.300 | $428.93 | $0.00 | $80,767.52 | |
| 0052 | REINFORCING STEEL | 511(A) 1332 | LB | 560.000 | 560.000 | 560.000 | $1.05 | $0.00 | $588.00 | |
| 0053 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 83,380.000 | 83,380.000 | 83,380.000 | $0.92 | $0.00 | $76,709.60 | |
| 0054 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 174.000 | 174.760 | 2.760 | 174.760 | $25.94 | $71.59 | $4,533.27 |
| 0055 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 564.000 | 625.530 | 61.530 | 625.530 | $34.65 | $2,132.01 | $21,674.61 |
| 0056 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 174.000 | 168.680 | 168.680 | $10.50 | $0.00 | $1,771.14 | |
| 0057 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 564.000 | 625.530 | 0.090 | 625.530 | $10.50 | $0.95 | $6,568.07 |
| 0058 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,026.000 | 1,026.000 | 1,026.000 | $3.31 | $0.00 | $3,396.06 | |
| 0059 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 150.000 | 150.000 | 150.000 | $534.89 | $0.00 | $80,233.50 | |
| 0060 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 46.000 | 46.000 | 46.000 | 46.000 | $5.25 | $241.50 | $241.50 |
| 0061 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.500 | 0.500 | $420.00 | $210.00 | $210.00 |
| 0062 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,005.000 | 1,952.210 | 1,952.210 | $35.99 | $0.00 | $70,260.04 | |
| 0063 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 478.000 | 390.620 | 390.620 | $28.50 | $0.00 | $11,132.67 | |
| 0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 96.000 | 96.000 | 96.000 | $21.00 | $0.00 | $2,016.00 | |
| 0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 46.000 | 46.000 | 46.000 | 46.000 | $21.00 | $966.00 | $966.00 |
| 0066 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $7,875.00 | $0.00 | $7,875.00 | |
| 8001 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 0.000 | 47.210 | 47.210 | $55.00 | $0.00 | $2,596.55 | |
| 8002 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 13.000 | 13.000 | 13.000 | $400.00 | $5,200.00 | $5,200.00 |
| Subtotals For Category 0200/BRIDGE 'A' | $8,822.05 | $765,865.08 | ||||||||
| Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0300/TRAFFIC - SIGNING AND STRIPING | ||||||||
| 0067 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 2.000 | 0.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
| 0068 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 2.000 | 29.000 | 29.000 | 29.000 | $21.00 | $609.00 | $609.00 |
| 0069 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 4,433.000 | 3,486.000 | 3,486.000 | $0.60 | $0.00 | $2,091.60 | |
| Subtotals For Category 0300/TRAFFIC - SIGNING AND STRIPING | $609.00 | $2,700.60 | ||||||||
| Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0302/TRAFFIC CONTROL | ||||||||
| 0070 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 6,600.000 | 6,448.000 | 6,448.000 | $0.26 | $0.00 | $1,676.48 | |
| 0071 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 1,500.000 | 0.000 | 0.000 | $0.68 | $0.00 | $0.00 | |
| 0072 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 100.000 | 0.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
| 0073 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,500.000 | 230.000 | 230.000 | $0.26 | $0.00 | $59.80 | |
| 0074 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 240.000 | 202.000 | -38.000 | 202.000 | $2.10 | $-79.80 | $424.20 |
| 0075 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,250.000 | 2,888.000 | 2,888.000 | $18.90 | $0.00 | $54,583.20 | |
| 0076 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,250.000 | 0.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
| 0077 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,448.000 | 2,630.000 | -342.000 | 2,630.000 | $1.05 | $-359.10 | $2,761.50 |
| 0078 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,304.000 | 1,416.000 | -228.000 | 1,416.000 | $0.11 | $-25.08 | $155.76 |
| 0079 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 288.000 | 2,226.000 | -266.000 | 2,226.000 | $5.25 | $-1,396.50 | $11,686.50 |
| 0080 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 864.000 | 505.000 | -95.000 | 505.000 | $2.10 | $-199.50 | $1,060.50 |
| 0081 | WING BARRICADES | 880(C) 8848 | SD | 864.000 | 812.000 | -76.000 | 812.000 | $0.11 | $-8.36 | $89.32 |
| 0082 | VERTICAL PANELS | 880(D) 8854 | SD | 1,200.000 | 0.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
| 0083 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 2,592.000 | 3,236.000 | -456.000 | 3,236.000 | $0.05 | $-22.80 | $161.80 |
| 0084 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 7,164.000 | 1,818.000 | -342.000 | 1,818.000 | $0.05 | $-17.10 | $90.90 |
| 0085 | DRUMS | 880(F) 8878 | SD | 5,400.000 | 1,818.000 | -342.000 | 1,818.000 | $0.05 | $-17.10 | $90.90 |
| 0086 | CHANNELIZER CONES | 880(G) 8890 | SD | 1,500.000 | 0.000 | 0.000 | $0.05 | $0.00 | $0.00 | |
| 0087 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 0.000 | 0.000 | $10.50 | $0.00 | $0.00 | |
| Subtotals For Category 0302/TRAFFIC CONTROL | $-2,125.34 | $72,840.86 | ||||||||
| Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0600/STAKING | ||||||||
| 0088 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.300 | 1.000 | $8,610.00 | $2,583.00 | $8,610.00 |
| Subtotals For Category 0600/STAKING | $2,583.00 | $8,610.00 | ||||||||
| Fed/State Project Number: BRFY-162B(118) | Project: 21842(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0089 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,625.00 | $0.00 | $2,625.00 | |
| 0090 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $40,162.06 | $0.00 | $40,162.06 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $42,787.06 | ||||||||
| Subtotals For Project BRFY-162B(118) /21842(04) | $16,811.64 | $1,638,198.69 | ||||||||