| Contract ID: | 100603 | Estimate Number: | 0024 , Final | Spec Year: | 2009 | |||
| Primary JP: | 23102(04) | Residency: | MUSKOGEE (01100) | Contract No: | 610767 | |||
| Date Created: | 06/16/2014 | Contractor FEI: | 731557599A | Account No: | 400100 |
| Project Number(s): | BRFY-131B(067) | ||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-9: OVER KINGS CREEK, 1.0 MILE EAST OF THE SH-2 JUNCTION. PROJECT LENGTH = 0.232 MILE. | ||||||||
| Primary County: | HASKELL | ||||||||
| Name of Road: | SH-9 | ||||||||
| Prime Contractor: | PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV) | Time Charged: | 209.00 | ||||||
| 1105 FIRST PLACE BLVD. | Time Allowed: | 203.00 | |||||||
| YUKON , OK 73099 | Percent Time: | 102.96 % | |||||||
| Paid To Date: | $1,708,238.90 | Payable This Statement: | $0.00 |
| 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: | 100603 | Estimate Number: | 0024 | Contract No: | 610767 | |||
| Residency: | MUSKOGEE (01100) | Estimate Type: | Final | Account No: | 400100 | |||
| Project Number(s): | BRFY-131B(067) | ||||||||||||
| Primary Job Piece No: | 23102(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-9: OVER KINGS CREEK, 1.0 MILE EAST OF THE SH-2 JUNCTION. PROJECT LENGTH = 0.232 MILE. | ||||||||||||
| Primary County: | HASKELL | ||||||||||||
| Name of Road: | SH-9 | ||||||||||||
| 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: | 03/07/2011 | Pay Period: | 08/28/2013 TO 05/08/2014 |
| Date Awarded: | 11/08/2010 | Date Work Began: | 04/12/2011 | Original Contract Time: | 180 |
| Date Contract Executed: | 11/23/2010 | Date Time Stopped: | 09/19/2012 | Current Time Charged: | 209.00 |
| Date NTP Issued: | 11/24/2010 | Completion Date: | 09/19/2012 | Current Time Allowed: | 203.00 |
| General Liability Expires: | 04/15/2013 | Workman's Comp Expires: | 06/30/2013 | Percent Time Used: | 102.96 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $1,759,826.88 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $1,770,283.64 | Participating: | $1,705,128.59 | $1,705,128.59 | $0.00 | ||
| Percent Complete: | 96.50 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $62,044.74 | Total Earnings: | $1,705,128.59 | $1,705,128.59 | $0.00 | ||
| Stockpiled Materials: | $0.01 | $0.01 | $0.00 | ||||
| Gross Earnings: | $1,705,128.60 | $1,705,128.60 | $0.00 | ||||
| Other Adjustments: | $7,610.30 | $7,610.30 | $0.00 | ||||
| Liq Dam/Disincentive: | $-4,500.00 | $-4,500.00 | $0.00 | ||||
| TOTAL: | $1,708,238.90 | $1,708,238.90 | $0.00 | ||||
| Contract ID: | 100603 | Estimate Number: | 0024 | Primary JP: | 23102(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Asphalt Binder Adjustment | Approved | 06/22/2011 | 0.0 | $10,456.76 |
| 002 | Adding new items to the contract | Approved | 08/23/2013 | 23.0 | $-3,323.87 |
| 003 | Final Contract Items | Approved | 05/07/2014 | 0.0 | $-51,374.42 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 23102(04) | 0027 | MOH for Class C Concrete | Stockpiled Material Adjustment | 0018 | $-694.14 |
| 23102(04) | 0027 | MOH for Class C Concrete | Stockpiled Material Initial Payment | 0011 | $694.14 |
| 23102(04) | 0029 | MOH for 18" Corr. Galv. Steel Pipe | Stockpiled Material Initial Payment | 0005 | $936.98 |
| 23102(04) | 0029 | MOH for 18" Corr. Galv. Steel Pipe | Stockpiled Material Adjustment | 0007 | $-936.98 |
| 23102(04) | 0030 | Stockpiled Material Closure | 0023 | $0.01 | |
| 23102(04) | 0030 | MOH for 24" Corr. Galv. Steel Pipe | Stockpiled Material Adjustment | 0007 | $-1,538.23 |
| 23102(04) | 0030 | MOH for 24" Corr. Galv. Steel Pipe | Stockpiled Material Initial Payment | 0005 | $1,538.22 |
| 23102(04) | 0032 | MOH for 21"x15" Corr. Galv. Steel Pipe Arch | Stockpiled Material Initial Payment | 0005 | $1,798.70 |
| 23102(04) | 0032 | MOH for 21"x15" Corr. Galv. Steel Pipe Arch | Stockpiled Material Adjustment | 0006 | $-1,798.70 |
| 23102(04) | 0033 | MOH for 35"x24" Corr. Galv. Steel Pipe Arch | Stockpiled Material Adjustment | 0016 | $-1,453.18 |
| 23102(04) | 0033 | MOH for 35"x24" Corr. Galv. Steel Pipe Arch | Stockpiled Material Initial Payment | 0005 | $1,453.18 |
| 23102(04) | 0036 | MOH for Type B4 Culvert End Treatment | Stockpiled Material Initial Payment | 0011 | $31.20 |
| 23102(04) | 0036 | MOH for Type B4 Culvert End Treatment | Stockpiled Material Adjustment | 0019 | $-31.20 |
| 23102(04) | 0037 | MOH for TYPE B6 Culvert End Treatment | Stockpiled Material Adjustment | 0019 | $-124.00 |
| 23102(04) | 0037 | MOH for TYPE B6 Culvert End Treatment | Stockpiled Material Initial Payment | 0011 | $124.00 |
| 23102(04) | 0038 | MOH for TYPE AA6 CULVERT END TREATMENT | Stockpiled Material Initial Payment | 0011 | $65.60 |
| 23102(04) | 0038 | MOH for TYPE AA6 CULVERT END TREATMENT | Stockpiled Material Adjustment | 0019 | $-65.60 |
| 23102(04) | 0039 | MOH for Outlet Lateral Headwall | Stockpiled Material Initial Payment | 0011 | $12.80 |
| 23102(04) | 0039 | MOH for Outlet Lateral Headwall | Stockpiled Material Closure | 0023 | $-12.80 |
| 23102(04) | 0054 | MOH for Prestressed Concrete Beams(TypeIII) | Stockpiled Material Adjustment | 0010 | $-136,313.99 |
| 23102(04) | 0054 | MOH for Prestressed Concrete Beams(TypeIII) | Stockpiled Material Initial Payment | 0001 | $136,313.99 |
| 23102(04) | 0055 | MOH For Approach Slab | Stockpiled Material Initial Payment | 0011 | $7,367.36 |
| 23102(04) | 0055 | MOH For Approach Slab | Stockpiled Material Adjustment | 0013 | $-7,367.36 |
| 23102(04) | 0057 | MOH for Concrete Rail (TR4) | Stockpiled Material Adjustment | 0012 | $-3,654.11 |
| 23102(04) | 0057 | MOH for Concrete Rail (TR4) | Stockpiled Material Adjustment | 0013 | $-126.00 |
| 23102(04) | 0057 | MOH for Concrete Rail (TR4) | Stockpiled Material Initial Payment | 0011 | $3,780.11 |
| 23102(04) | 0064 | MOH for Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0011 | $22,339.31 |
| 23102(04) | 0064 | MOH for Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0011 | $-1,923.60 |
| 23102(04) | 0064 | MOH for Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-20,415.71 |
| 23102(04) | 0068 | MOH for Drilled Shafts 60" Diameter | Stockpiled Material Initial Payment | 0008 | $10,099.65 |
| 23102(04) | 0068 | MOH for Drilled Shafts 60" Diameter | Stockpiled Material Adjustment | 0009 | $-4,348.46 |
| 23102(04) | 0068 | MOH for Drilled Shafts 60" Diameter | Stockpiled Material Adjustment | 0008 | $-5,751.19 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0014 | --22 | $750.00 | $-16,500.00 |
| System Application of Liquidated Damages | 0015 | --7.0 | $750.00 | $-5,250.00 |
| System Application of Liquidated Damages | 0023 | -23.0 | $750.00 | $17,250.00 | Subtotals For Liquidated Damages | $-4,500.00 |
| 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 |
| 23102(04) | 0012 | AGGREGATE BASE TYPE A | * Overrun | 0014 | -72.55 | $30.45 | $-2,209.15 |
| 23102(04) | 0012 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0020 | -1,244.48 | $1.52 | $-1,891.61 |
| 23102(04) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 381.54 | $5.10 | $1,948.20 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,874.00 | $4.05 | $7,601.23 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0007 | -70.00 | $65.62 | $-4,593.40 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 438.00 | $3.11 | $1,362.68 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 703.27 | $5.10 | $3,591.00 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 164.40 | $5.10 | $839.45 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | -2.50 | $3.42 | $-8.57 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0023 | 2.50 | $3.42 | $8.57 |
| 23102(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0023 | -2.50 | $5.10 | $-12.75 |
| 23102(04) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 299.41 | $5.83 | $1,747.24 |
| 23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 616.00 | $4.63 | $2,855.53 |
| 23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0007 | -41.14 | $68.24 | $-2,807.39 |
| 23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 69.73 | $3.55 | $247.93 |
| 23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 344.30 | $5.83 | $2,009.20 |
| 23102(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 72.00 | $5.83 | $420.16 |
| 23102(04) | 0055 | APPROACH SLAB | * COMPRESSIVE STRENGTH | 0020 | -123.20 | $26.46 | $-3,259.87 |
| 23102(04) | 0055 | APPROACH SLAB | * COMPRESSIVE STRENGTH | 0023 | 0.00 | $0.00 | $-238.14 | Subtotals For Line Item Adjustments | $7,610.31 | * = 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: | 100603 | Estimate Number: | 0024 | Primary JP: | 23102(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-131B(067) | Project: 23102(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,200.00 | $0.00 | $4,200.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 19,623.000 | 23,543.970 | 23,543.970 | $4.51 | $0.00 | $106,183.30 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 15,773.000 | 24,287.500 | 0.000 | 24,287.500 | $5.10 | $0.00 | $123,866.25 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $5,061.00 | $0.00 | $5,061.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 925.000 | 1,400.000 | 1,400.000 | $2.10 | $0.00 | $2,940.00 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 126.000 | 0.000 | 0.000 | $7.35 | $0.00 | $0.00 | |
| 0007 | DITCH LINER PROTECTION | 229 4318 | LF | 650.000 | 0.000 | 0.000 | $1.51 | $0.00 | $0.00 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 31,404.000 | 27,641.700 | 27,641.700 | $1.51 | $0.00 | $41,738.97 | |
| 0009 | SEEDING METHOD B | 232(B) 2814 | AC | 6.490 | 0.000 | 0.000 | $204.75 | $0.00 | $0.00 | |
| 0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.490 | 0.000 | 0.000 | $189.00 | $0.00 | $0.00 | |
| 0011 | MOWING | 241 2832 | AC | 13.000 | 0.000 | 0.000 | $89.25 | $0.00 | $0.00 | |
| 0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,451.000 | 1,446.390 | 1,446.390 | $30.45 | $0.00 | $44,042.58 | |
| 0013 | FLY ASH | 307(A) 4200 | TON | 331.000 | 0.000 | 0.000 | $54.75 | $0.00 | $0.00 | |
| 0014 | LIME | 307(D) 4230 | TON | 20.000 | 0.000 | 0.000 | $164.16 | $0.00 | $0.00 | |
| 0015 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 6,125.000 | 6,639.190 | 6,639.190 | $2.62 | $0.00 | $17,394.68 | |
| 0016 | LIME PRETREATMENT | 307(G) 4260 | SY | 1,838.000 | 0.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
| 0017 | SEPARATOR FABRIC | 325 5271 | SY | 6,125.000 | 5,600.000 | 0.000 | 5,600.000 | $1.52 | $0.00 | $8,512.00 |
| 0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,539.000 | 311.900 | 311.900 | $14.99 | $0.00 | $4,675.38 | |
| 0019 | TACK COAT | 407(B) 0250 | GAL | 1,765.000 | 500.000 | 500.000 | $3.62 | $0.00 | $1,810.00 | |
| 0020 | PRIME COAT | 408 5774 | GAL | 3,908.000 | 1,321.000 | 1,321.000 | $5.66 | $0.00 | $7,476.86 | |
| 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 458.000 | 381.540 | 381.540 | $76.26 | $0.00 | $29,096.24 | |
| 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 3,427.000 | 3,177.170 | 3,177.170 | $65.62 | $0.00 | $208,485.90 | |
| 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 403.000 | 299.410 | 299.410 | $78.89 | $0.00 | $23,620.45 | |
| 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,141.000 | 1,102.030 | 1,102.030 | $68.24 | $0.00 | $75,202.53 | |
| 0025 | COLD MILLING PAVEMENT | 412 5267 | SY | 922.000 | 0.000 | 0.000 | $3.38 | $0.00 | $0.00 | |
| 0026 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 2,089.000 | 1,973.000 | 1,973.000 | $2.10 | $0.00 | $4,143.30 | |
| 0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 117.000 | 43.200 | 43.200 | $283.50 | $0.00 | $12,247.20 | |
| 0028 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4410 | LF | 94.000 | 94.000 | 94.000 | $81.22 | $0.00 | $7,634.68 | |
| 0029 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 46.000 | 46.000 | 46.000 | $25.33 | $0.00 | $1,165.18 | |
| 0030 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 74.000 | 74.000 | 74.000 | $28.14 | $0.00 | $2,082.36 | |
| 0031 | 72" CORR. GALV. STEEL PIPE | 613(B) 0698 | LF | 500.000 | 500.000 | 500.000 | $78.75 | $0.00 | $39,375.00 | |
| 0032 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 126.000 | 126.000 | 126.000 | $23.10 | $0.00 | $2,910.60 | |
| 0033 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(B) 4529 | LF | 53.000 | 53.000 | 53.000 | $33.31 | $0.00 | $1,765.43 | |
| 0034 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 75.000 | 95.000 | 95.000 | $10.68 | $0.00 | $1,014.60 | |
| 0035 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 25.000 | 25.000 | 25.000 | $10.68 | $0.00 | $267.00 | |
| 0036 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 1.000 | 1.000 | 1.000 | $1,048.95 | $0.00 | $1,048.95 | |
| 0037 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 5.000 | 5.000 | 5.000 | $924.00 | $0.00 | $4,620.00 | |
| 0038 | TYPE AA6 CULVERT END TREATMENT | 613(M) 7201 | EA | 2.000 | 2.000 | 2.000 | $1,470.00 | $0.00 | $2,940.00 | |
| 0039 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 0.000 | 0.000 | $934.50 | $0.00 | $0.00 | |
| 0040 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $2,100.00 | $0.00 | $2,100.00 | |
| 0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,167.000 | 9,158.170 | 9,158.170 | $1.87 | $0.00 | $17,125.78 | |
| 0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 550.000 | 550.000 | 550.000 | $4.20 | $0.00 | $2,310.00 | |
| 0043 | SAWING PAVEMENT | 619(C) 0924 | LF | 468.000 | 791.000 | 791.000 | $5.25 | $0.00 | $4,152.75 | |
| 0044 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,113.000 | 1,113.000 | 1,113.000 | $16.54 | $0.00 | $18,409.02 | |
| 0045 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,493.75 | $0.00 | $9,975.00 | |
| 0046 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,968.75 | $0.00 | $7,875.00 | |
| 0047 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,926.000 | 2,590.000 | 2,590.000 | $3.91 | $0.00 | $10,126.90 | |
| 0048 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 2.000 | 2.000 | $68.25 | $0.00 | $136.50 | |
| 0049 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $105.00 | $0.00 | $105.00 | |
| 0050 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 4.000 | $21.00 | $0.00 | $84.00 | |
| 0051 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 3.000 | 3.000 | 3.000 | $10.50 | $0.00 | $31.50 | |
| 8001 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $10,456.76 | $0.00 | $0.00 | |
| 8003 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 270.290 | 0.000 | 270.290 | $54.75 | $0.00 | $14,798.38 |
| Subtotals For Category 0100/ROADWAY | $0.00 | $872,750.27 | ||||||||
| Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0200/BRIDGE "A" | ||||||||
| 0052 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 100.000 | 100.000 | 100.000 | $12.60 | $0.00 | $1,260.00 | |
| 0053 | CLSM BACKFILL | 501(G) 6309 | CY | 197.000 | 197.000 | 0.000 | 197.000 | $134.03 | $0.00 | $26,403.91 |
| 0054 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 895.010 | 895.000 | 895.000 | $198.61 | $0.00 | $177,755.95 | |
| 0055 | APPROACH SLAB | 504(A) 1304 | SY | 246.400 | 246.400 | 246.400 | $189.00 | $0.00 | $46,569.60 | |
| 0056 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,117.200 | 1,117.200 | 1,117.200 | $3.78 | $0.00 | $4,223.02 | |
| 0057 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 457.000 | 457.000 | 457.000 | $58.22 | $0.00 | $26,606.55 | |
| 0058 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,170.000 | 1,170.000 | 1,170.000 | $1.48 | $0.00 | $1,731.60 | |
| 0059 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $323.09 | $0.00 | $3,230.90 | |
| 0060 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 20.000 | 20.000 | 20.000 | $2,477.58 | $0.00 | $49,551.60 | |
| 0061 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 20.000 | 20.000 | 20.000 | $126.00 | $0.00 | $2,520.00 | |
| 0062 | CLASS AA CONCRETE | 509(A) 1326 | CY | 242.600 | 242.600 | 242.600 | $451.71 | $0.00 | $109,584.85 | |
| 0063 | CLASS A CONCRETE | 509(B) 1328 | CY | 139.900 | 139.900 | 139.900 | $446.01 | $0.00 | $62,396.80 | |
| 0064 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 71,430.000 | 71,430.000 | 71,430.000 | $0.92 | $0.00 | $65,715.60 | |
| 0065 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 512.000 | 512.000 | 512.000 | $26.01 | $0.00 | $13,317.12 | |
| 0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 512.000 | 422.990 | 422.990 | $10.50 | $0.00 | $4,441.39 | |
| 0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 827.000 | 827.000 | 827.000 | $3.31 | $0.00 | $2,737.37 | |
| 0068 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 164.000 | 164.000 | 164.000 | $547.60 | $0.00 | $89,806.40 | |
| 0069 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 186.000 | 185.000 | 185.000 | $5.04 | $0.00 | $932.40 | |
| 0070 | SEALER RESIN | 523(B) 6560 | GAL | 1.300 | 1.300 | 1.300 | $262.50 | $0.00 | $341.25 | |
| 0071 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 650.000 | 673.390 | 673.390 | $28.90 | $0.00 | $19,460.97 | |
| 0072 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 130.000 | 67.630 | 67.630 | $23.77 | $0.00 | $1,607.57 | |
| 0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 94.000 | 95.000 | 95.000 | $21.00 | $0.00 | $1,995.00 | |
| 0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 22.000 | 25.000 | 25.000 | $21.00 | $0.00 | $525.00 | |
| 0075 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $12,600.00 | $0.00 | $12,600.00 | |
| Subtotals For Category 0200/BRIDGE "A" | $0.00 | $725,314.85 | ||||||||
| Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0300/TRAFFIC | ||||||||
| 0076 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 6.000 | 6.000 | 6.000 | $105.00 | $0.00 | $630.00 | |
| 0077 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 57.500 | 29.250 | 29.250 | $11.55 | $0.00 | $337.84 | |
| 0078 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 111.500 | 54.000 | 54.000 | $5.51 | $0.00 | $297.54 | |
| 0079 | DELINEATORS(TYPE 2, CODE 3) | 853 9039 | EA | 2.000 | 2.000 | 2.000 | $23.10 | $0.00 | $46.20 | |
| 0080 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 27.000 | 27.000 | 27.000 | $15.75 | $0.00 | $425.25 | |
| 0081 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,600.000 | 5,766.000 | 5,766.000 | $0.49 | $0.00 | $2,825.34 | |
| 0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 13,200.000 | 10,032.000 | 10,032.000 | $0.26 | $0.00 | $2,608.32 | |
| 0083 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 1,850.000 | 0.000 | 0.000 | $0.42 | $0.00 | $0.00 | |
| 0084 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 2,064.000 | 2,064.000 | $0.26 | $0.00 | $536.64 | |
| 0085 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 180.000 | 0.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
| 0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 8,640.000 | 2,181.000 | 2,181.000 | $0.02 | $0.00 | $43.62 | |
| 0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,160.000 | 5,431.000 | 5,431.000 | $2.10 | $0.00 | $11,405.10 | |
| 0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,240.000 | 4,430.000 | 4,430.000 | $0.05 | $0.00 | $221.50 | |
| 0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,600.000 | 1,775.000 | 1,775.000 | $0.02 | $0.00 | $35.50 | |
| 0090 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 1,220.000 | 1,220.000 | $4.20 | $0.00 | $5,124.00 | |
| 0091 | VERTICAL PANELS | 880(D) 8854 | SD | 16,200.000 | 10,511.000 | 10,511.000 | $0.02 | $0.00 | $210.22 | |
| 0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,440.000 | 6,730.000 | 6,730.000 | $0.02 | $0.00 | $134.60 | |
| 0093 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 21,600.000 | 6,810.000 | 6,810.000 | $0.02 | $0.00 | $136.20 | |
| 0094 | DRUMS | 880(F) 8878 | SD | 5,400.000 | 6,246.000 | 6,246.000 | $0.02 | $0.00 | $124.92 | |
| 0095 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 0.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $25,142.79 | ||||||||
| Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0600/STAKING | ||||||||
| 0096 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $10,080.00 | $0.00 | $10,080.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $10,080.00 | ||||||||
| Fed/State Project Number: BRFY-131B(067) | Project: 23102(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0097 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $3,150.00 | $0.00 | $3,150.00 | |
| 0098 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $5,250.00 | $0.00 | $5,250.00 | |
| 0099 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $63,440.68 | $0.00 | $63,440.68 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $71,840.68 | ||||||||
| Subtotals For Project BRFY-131B(067) /23102(04) | $0.00 | $1,705,128.59 | ||||||||