| Contract ID: | 120292 | Estimate Number: | 0020 , Final | Spec Year: | 2009 | |||
| Primary JP: | 25473(04) | Residency: | ADA (03100) | Contract No: | 810408 | |||
| Date Created: | 08/13/2014 | Contractor FEI: | 731394406A | Account No: | 436300 |
| Project Number(s): | STP-162C(180)CI | ||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (NS-345): GARR CORNER CUT-OFF OVER SPRING BROOK CREEK, 1.5 MILES SOUTH OF SH-3W. PROJECT LENGTH = 0.775 MILE. | ||||||||
| Primary County: | PONTOTOC | ||||||||
| Name of Road: | COUNTY ROAD | ||||||||
| Prime Contractor: | OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (JV) | Time Charged: | 150.00 | ||||||
| P.O. BOX 3817 | Time Allowed: | 150.00 | |||||||
| EDMOND , OK 73083 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $1,680,638.93 | Payable This Statement: | $1,728.64 |
| 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. |
| OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (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: | 120292 | Estimate Number: | 0020 | Contract No: | 810408 | |||
| Residency: | ADA (03100) | Estimate Type: | Final | Account No: | 436300 | |||
| Project Number(s): | STP-162C(180)CI | ||||||||||||
| Primary Job Piece No: | 25473(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (NS-345): GARR CORNER CUT-OFF OVER SPRING BROOK CREEK, 1.5 MILES SOUTH OF SH-3W. PROJECT LENGTH = 0.775 MILE. | ||||||||||||
| Primary County: | PONTOTOC | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (JV) | ||||||||||||
| P.O. BOX 3817 | |||||||||||||
| EDMOND , OK 73083 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 08/16/2012 | NTP Effective Date: | 02/18/2013 | Pay Period: | 04/16/2014 TO 07/31/2014 |
| Date Awarded: | 09/10/2012 | Date Work Began: | 12/17/2012 | Original Contract Time: | 150 |
| Date Contract Executed: | 09/27/2012 | Date Time Stopped: | 10/28/2013 | Current Time Charged: | 150.00 |
| Date NTP Issued: | 10/02/2012 | Completion Date: | 10/28/2013 | Current Time Allowed: | 150.00 |
| General Liability Expires: | 05/01/2015 | Workman's Comp Expires: | 06/30/2015 | Percent Time Used: | 100.00 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $1,662,122.90 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $1,700,308.68 | Participating: | $1,692,290.54 | $1,690,561.90 | $1,728.64 | ||
| Percent Complete: | 98.84 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $19,669.75 | Total Earnings: | $1,692,290.54 | $1,690,561.90 | $1,728.64 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $1,692,290.54 | $1,690,561.90 | $1,728.64 | ||||
| Other Adjustments: | $-11,651.61 | $-11,651.61 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,680,638.93 | $1,678,910.29 | $1,728.64 | ||||
| Contract ID: | 120292 | Estimate Number: | 0020 | Primary JP: | 25473(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Addition of Guardrail and Striping | Approved | 10/09/2013 | 0.0 | $32,110.10 |
| 002 | Addition of Saw Cut Grooving and Slopewall Repair pay items | Approved | 04/04/2014 | 0.0 | $6,075.68 |
| 003 | Finalizing Contract Item Qtys | Approved | 08/11/2014 | 0.0 | $-8,018.19 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Initial Payment | 0005 | $6,174.09 |
| 25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Adjustment | 0006 | $-1,000.72 |
| 25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Adjustment | 0007 | $-971.20 |
| 25473(04) | 0021 | MOH Br A Rebar Deck | Stockpiled Material Adjustment | 0005 | $-4,202.17 |
| 25473(04) | 0027 | MOH Beams Ty II | Stockpiled Material Adjustment | 0008 | $-22,638.98 |
| 25473(04) | 0027 | MOH Beams Ty II | Stockpiled Material Initial Payment | 0001 | $22,638.98 |
| 25473(04) | 0028 | MOH Br B Rail rebar | Stockpiled Material Initial Payment | 0005 | $1,203.36 |
| 25473(04) | 0028 | MOH Br B Rail rebar | Stockpiled Material Adjustment | 0010 | $-1,203.36 |
| 25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Initial Payment | 0005 | $8,397.92 |
| 25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Adjustment | 0008 | $-210.49 |
| 25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Adjustment | 0009 | $-3,347.18 |
| 25473(04) | 0032 | MOH Br B Rebar deck | Stockpiled Material Adjustment | 0007 | $-4,840.25 |
| 25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Adjustment | 0007 | $-2,165.12 |
| 25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Adjustment | 0006 | $-2,037.76 |
| 25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Initial Payment | 0001 | $9,552.00 |
| 25473(04) | 0033 | MOH Piling 10.42 | Stockpiled Material Closure | 0014 | $-5,349.12 |
| 25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Adjustment | 0008 | $-2,037.42 |
| 25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Initial Payment | 0001 | $28,794.15 |
| 25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Closure | 0014 | $-13,430.34 |
| 25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Adjustment | 0006 | $-6,507.27 |
| 25473(04) | 0034 | MOH Piling 12.53 | Stockpiled Material Adjustment | 0007 | $-6,819.12 |
| 25473(04) | 0046 | MOH Beams TY J BT | Stockpiled Material Initial Payment | 0004 | $80,109.24 |
| 25473(04) | 0046 | MOH Beams TY J BT | Stockpiled Material Adjustment | 0008 | $-80,109.24 | 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 |
| 25473(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,734.04 | $-0.23 | $-409.67 |
| 25473(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0014 | -148.00 | $73.50 | $-10,878.00 |
| 25473(04) | 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | -3.84 | $-1.18 | $4.54 |
| 25473(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,364.74 | $-0.27 | $-368.48 |
| 25473(04) | 0019 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0008 | -1.00 | $1,345.06 | $-1,345.06 |
| 25473(04) | 0019 | CLASS A CONCRETE | * COMPRESSIVE STRENGTH | 0019 | 1.00 | $1,345.06 | $1,345.06 |
| 25473(04) | 0047 | CONCRETE RAIL (TR3) | * COMPRESSIVE STRENGTH | 0012 | -1.00 | $2,255.08 | $-2,255.08 |
| 25473(04) | 0047 | CONCRETE RAIL (TR3) | * COMPRESSIVE STRENGTH | 0019 | 1.00 | $2,255.08 | $2,255.08 | Subtotals For Line Item Adjustments | $-11,651.61 | * = 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: | 120292 | Estimate Number: | 0020 | Primary JP: | 25473(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: STP-162C(180)CI | Project: 25473(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $2,100.00 | $0.00 | $2,100.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 11,200.000 | 11,200.000 | 11,200.000 | $3.68 | $0.00 | $41,216.00 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 28,705.000 | 28,705.000 | 28,705.000 | $5.25 | $0.00 | $150,701.25 | |
| 0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,647.000 | 1,295.000 | 1,295.000 | $1.34 | $0.00 | $1,735.30 | |
| 0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 504.000 | 112.000 | 112.000 | $8.59 | $0.00 | $962.08 | |
| 0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 45,718.000 | 42,003.110 | 42,003.110 | $1.33 | $0.00 | $55,864.14 | |
| 0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 9.450 | 4.970 | 4.970 | $611.10 | $0.00 | $3,037.17 | |
| 0008 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 2,339.000 | 2,455.580 | 19.440 | 2,455.580 | $39.90 | $775.66 | $97,977.65 |
| 0009 | PROCESSING EXISTING BASE & SURFACE, METHOD B | 311(B) 0152 | LF | 3,870.000 | 3,869.800 | 3,869.800 | $3.15 | $0.00 | $12,189.87 | |
| 0010 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 780.930 | 1,633.390 | 1,633.390 | $22.32 | $0.00 | $36,457.27 | |
| 0011 | TACK COAT | 407(B) 0250 | GAL | 530.240 | 782.000 | 782.000 | $2.10 | $0.00 | $1,642.20 | |
| 0012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,801.360 | 1,730.200 | 1,730.200 | $73.50 | $0.00 | $127,169.70 | |
| 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,178.880 | 1,364.740 | 1,364.740 | $91.35 | $0.00 | $124,669.00 | |
| 0014 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 5.000 | 5.000 | $256.90 | $0.00 | $1,284.50 | |
| 0015 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 382.000 | 376.000 | 376.000 | $25.48 | $0.00 | $9,580.48 | |
| 0016 | 28" X 20" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4516 | EA | 16.000 | 16.000 | 16.000 | $156.03 | $0.00 | $2,496.48 | |
| 8001 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 16,248.000 | 16,248.000 | $0.69 | $0.00 | $11,211.12 | |
| Subtotals For Category 0100/ROADWAY | $775.66 | $680,294.21 | ||||||||
| Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0017 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 660.300 | 660.300 | 660.300 | $2.68 | $0.00 | $1,769.60 | |
| 0018 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 211.300 | 211.300 | 211.300 | $5.08 | $0.00 | $1,073.40 | |
| 0019 | CLASS A CONCRETE | 509(B) 1328 | CY | 391.040 | 391.040 | 391.040 | $310.50 | $0.00 | $121,417.92 | |
| 0020 | SLOPE WALL (5") | 510(C) 6138 | SY | 378.300 | 378.300 | 378.300 | $73.43 | $0.00 | $27,778.57 | |
| 0021 | REINFORCING STEEL | 511(A) 1332 | LB | 57,000.000 | 57,000.000 | 57,000.000 | $0.74 | $0.00 | $42,180.00 | |
| 0022 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 356.940 | 427.650 | 427.650 | $31.70 | $0.00 | $13,556.51 | |
| 0023 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 118.980 | 110.630 | 110.630 | $25.28 | $0.00 | $2,796.73 | |
| 0024 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $19,126.25 | $0.00 | $19,126.25 | |
| 8002 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 0.000 | 162.500 | 162.500 | $16.78 | $0.00 | $2,726.75 | |
| 8003 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 0.000 | 4.000 | 4.000 | $2,134.65 | $0.00 | $8,538.60 | |
| 8004 | TUBULAR METAL TRAFFIC RAIL | 504 6143 | LF | 0.000 | 86.000 | 86.000 | $127.05 | $0.00 | $10,926.30 | |
| 8007 | CLSM BACKFILL | 501(G) 6315 | CY | 0.000 | 5.000 | 5.000 | $121.00 | $0.00 | $605.00 | |
| 8008 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,072.00 | $0.00 | $1,072.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $253,567.63 | ||||||||
| Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0201/BRIDGE 'B' | ||||||||
| 0025 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 180.000 | 180.000 | 180.000 | $23.54 | $0.00 | $4,237.20 | |
| 0026 | GRANULAR BACKFILL | 501(F) 6352 | CY | 161.600 | 161.600 | 161.600 | $50.96 | $0.00 | $8,235.14 | |
| 0027 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 179.000 | 179.000 | 179.000 | $197.89 | $0.00 | $35,422.31 | |
| 0028 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 176.000 | 176.000 | 176.000 | $85.39 | $0.00 | $15,028.64 | |
| 0029 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,008.400 | 1,008.400 | 1,008.400 | $4.92 | $0.00 | $4,961.33 | |
| 0030 | CLASS AA CONCRETE | 509(A) 1326 | CY | 48.500 | 48.500 | 48.500 | $598.55 | $0.00 | $29,029.68 | |
| 0031 | CLASS A CONCRETE | 509(B) 1328 | CY | 61.200 | 61.200 | 61.200 | $594.05 | $0.00 | $36,355.87 | |
| 0032 | REINFORCING STEEL | 511(A) 1332 | LB | 20,180.000 | 20,180.000 | 20,180.000 | $0.96 | $0.00 | $19,372.80 | |
| 0033 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 264.000 | 264.000 | 264.000 | $28.91 | $0.00 | $7,632.24 | |
| 0034 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 739.000 | 739.000 | 739.000 | $34.45 | $0.00 | $25,458.55 | |
| 0035 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 264.000 | 250.500 | 250.500 | $8.56 | $0.00 | $2,144.28 | |
| 0036 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 739.000 | 587.070 | 587.070 | $8.56 | $0.00 | $5,025.31 | |
| 0037 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 782.340 | 472.090 | 472.090 | $33.84 | $0.00 | $15,975.52 | |
| 0038 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 177.030 | 89.430 | 89.430 | $27.42 | $0.00 | $2,452.17 | |
| 0039 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 52.000 | 52.000 | 52.000 | $37.27 | $0.00 | $1,938.04 | |
| 0040 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 60.000 | 60.000 | $7.94 | $0.00 | $476.40 | |
| 0041 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $19,126.25 | $0.00 | $19,126.25 | |
| 0042 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,134.65 | $0.00 | $8,538.60 | |
| 0043 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $1,535.45 | $0.00 | $1,535.46 | |
| 8005 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 182.480 | 182.480 | $7.69 | $0.00 | $1,403.27 | |
| Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $244,349.06 | ||||||||
| Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0202/BRIDGE 'C' | ||||||||
| 0044 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 230.000 | 230.000 | 230.000 | $23.54 | $0.00 | $5,414.20 | |
| 0045 | GRANULAR BACKFILL | 501(F) 6352 | CY | 161.600 | 161.600 | 161.600 | $50.96 | $0.00 | $8,235.14 | |
| 0046 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 389.000 | 389.000 | 389.000 | $266.88 | $0.00 | $103,816.32 | |
| 0047 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 354.500 | 354.500 | 354.500 | $85.39 | $0.00 | $30,270.76 | |
| 0048 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,428.200 | 2,428.200 | 2,428.200 | $3.57 | $0.00 | $8,668.67 | |
| 0049 | CLASS AA CONCRETE | 509(A) 1326 | CY | 116.500 | 116.500 | 116.500 | $545.05 | $0.00 | $63,498.33 | |
| 0050 | CLASS A CONCRETE | 509(B) 1328 | CY | 93.600 | 93.600 | 93.600 | $540.55 | $0.00 | $50,595.48 | |
| 0051 | REINFORCING STEEL | 511(A) 1332 | LB | 41,680.000 | 41,680.000 | 41,680.000 | $0.96 | $0.00 | $40,012.80 | |
| 0052 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 324.000 | 324.000 | 324.000 | $28.55 | $0.00 | $9,250.20 | |
| 0053 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 645.000 | 645.000 | 645.000 | $35.55 | $0.00 | $22,929.75 | |
| 0054 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 324.000 | 158.250 | 158.250 | $8.56 | $0.00 | $1,354.62 | |
| 0055 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 645.000 | 489.340 | 489.340 | $8.56 | $0.00 | $4,188.75 | |
| 0056 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,853.230 | 1,480.390 | 1,480.390 | $33.84 | $0.00 | $50,096.39 | |
| 0057 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 303.030 | 181.790 | 181.790 | $27.42 | $0.00 | $4,984.68 | |
| 0058 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 62.000 | 62.000 | 62.000 | $37.27 | $0.00 | $2,310.74 | |
| 0059 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 60.000 | 60.000 | $7.94 | $0.00 | $476.40 | |
| 0060 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $3,076.25 | $0.00 | $3,076.25 | |
| 0061 | GUARDRAIL ANCHOR UNIT (TYPE II) | 623(F) 6033 | EA | 4.000 | 4.000 | 4.000 | $2,134.65 | $0.00 | $8,538.60 | |
| 0062 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $1,535.45 | $0.00 | $1,535.46 | |
| 8006 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 390.630 | 390.630 | $7.69 | $0.00 | $3,003.94 | |
| Subtotals For Category 0202/BRIDGE 'C' | $0.00 | $422,257.48 | ||||||||
| Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0600/STAKING | ||||||||
| 0063 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $15,930.00 | $796.50 | $15,930.00 |
| Subtotals For Category 0600/STAKING | $796.50 | $15,930.00 | ||||||||
| Fed/State Project Number: STP-162C(180)CI | Project: 25473(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0064 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $3,129.50 | $156.48 | $3,129.52 |
| 0065 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $72,762.64 | $0.00 | $72,762.64 | |
| Subtotals For Category 0640/CONSTRUCTION | $156.48 | $75,892.16 | ||||||||
| Subtotals For Project STP-162C(180)CI /25473(04) | $1,728.64 | $1,692,290.54 | ||||||||