Oklahoma Department of Transportation
Final Estimate Affidavit

Contract ID: 100432   Estimate Number: 0019 , Final     Spec Year: 1999
Primary JP: 20891(04)   Residency: SAND SPRINGS (08400)     Contract No: 610392
Date Created: 02/06/2014   Contractor FEI: 731557599A     Account No: 400800

Project Number(s): BRFY-119C(105)
Contract Description: BRIDGE AND APPROACHES SH-16: OVER TURKEY CREEK, 11.2 MILES EAST OF THE SH-48 JUNCTION. PROJECT LENGTH = 0.274 MILES.
Primary County: CREEK              
Name of Road: SH-16              
Prime Contractor: PLAINS BRIDGE CONTRACTING OF OK.,LLC & TREAS CONST. INC.(JV)           Time Charged: 1111.00
    1105 FIRST PLACE BLVD.           Time Allowed: 1084.00
    YUKON , OK   73099           Percent Time: 102.49 %

  Paid To Date: $1,247,145.71 Payable This Statement: $-5,769.51

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                  

Oklahoma Department of Transportation
Final Estimate Summary
Created:    02/06/2014
Contract ID: 100432   Estimate Number: 0019     Contract No: 610392
Residency: SAND SPRINGS (08400)   Estimate Type: Final     Account No: 400800

Project Number(s): BRFY-119C(105)
Primary Job Piece No: 20891(04)
Contract Description: BRIDGE AND APPROACHES SH-16: OVER TURKEY CREEK, 11.2 MILES EAST OF THE SH-48 JUNCTION. PROJECT LENGTH = 0.274 MILES.
Primary County: CREEK              
Name of Road: SH-16              
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: 07/22/2010 NTP Effective Date: 10/05/2010 Pay Period: 04/16/2012  TO  01/21/2014
Date Awarded: 08/10/2010 Date Work Began: 09/27/2010 Original Contract Time: 120
Date Contract Executed: 08/17/2010 Date Time Stopped: 10/15/2013 Current Time Charged: 1111.00
Date NTP Issued: 08/18/2010 Completion Date: 10/15/2013 Current Time Allowed: 1084.00
General Liability Expires: 04/15/2013 Workman's Comp Expires: 06/30/2013 Percent Time Used: 102.49 %
Specification Year: 1999        

Bid Amount: $1,294,356.43 Total to Date Prev to Date This Estimate
Funds Available (Bid + Positive C/O): $1,304,302.52 Participating: $1,279,302.54 $1,299,740.60 $-20,438.06
Percent Complete: 95.62 % Non Participating: $0.00 $0.00 $0.00
Unearned Balance: $57,156.81 Total Earnings: $1,279,302.54 $1,299,740.60 $-20,438.06
Stockpiled Materials: $0.00 $0.00 $0.00
Gross Earnings: $1,279,302.54 $1,299,740.60 $-20,438.06
Other Adjustments: $-11,906.83 $-13,075.38 $1,168.55
Liq Dam/Disincentive: $-20,250.00 $-33,750.00 $13,500.00
TOTAL: $1,247,145.71 $1,252,915.22 $-5,769.51

Estimate Adjustment Detail

Contract ID: 100432   Estimate Number: 0019     Primary JP: 20891(04)



CHANGE ORDER HISTORY
Change Order Nbr. Change Order Description Status Approval Date Contract Time Adjustment Total Change Order Amount
001 Negotiated Settlement Approved 09/06/2013 0.0 $-25,000.00
002 Final Change Order Approved 01/21/2014 0.0 $9,946.09


STOCKPILE PAYMENT HISTORY
Project Line Nbr Stockpile Description Adjustment Type Estimate Nbr Adjusted Amount
20891(04) 0017 PIPE-CGMP Stockpiled Material Adjustment 0003 $-6,197.82
20891(04) 0017 PIPE-CGMP Stockpiled Material Initial Payment 0002 $6,197.82
20891(04) 0029 PC BR ITM FABS (AML) Stockpiled Material Adjustment 0008 $-56,399.94
20891(04) 0029 PC BR ITM FABS (AML) Stockpiled Material Initial Payment 0004 $56,399.94
20891(04) 0030 REBAR-GR60 EPOXY CTD Stockpiled Material Initial Payment 0007 $7,269.08
20891(04) 0030 REBAR-GR60 EPOXY CTD Stockpiled Material Adjustment 0011 $-7,269.08
20891(04) 0036 RSTL EPXY (AML)(IA) Stockpiled Material Adjustment 0009 $-12,587.31
20891(04) 0036 RSTL EPXY (AML)(IA) Stockpiled Material Initial Payment 0007 $17,010.33
20891(04) 0036 RSTL EPXY (AML)(IA) Stockpiled Material Adjustment 0007 $-4,423.02
Subtotals For Stockpile Payments $0.00


LIQUIDATED DAMAGES HISTORY
Adjustment Description Estimate Nbr Time Units Rate Adjustment Amount
System Application of Liquidated Damages 0011 --14 $750.00 $-10,500.00
System Application of Liquidated Damages 0012 --16 $750.00 $-12,000.00
System Application of Liquidated Damages 0013 --10 $750.00 $-7,500.00
System Application of Liquidated Damages 0014 -9.0 $750.00 $6,750.00
System Application of Liquidated Damages 0016 --13 $750.00 $-9,750.00
System Application of Liquidated Damages 0017 -13.0 $750.00 $9,750.00
System Application of Liquidated Damages 0018 --14 $750.00 $-10,500.00
System Application of Liquidated Damages 0019 -18.0 $750.00 $13,500.00
Subtotals For Liquidated Damages $-20,250.00


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
20891(04) 0005 TEMPORARY SILT FENCE * Material Discrepancy Adjustments 0001 -200.00 $1.58 $-316.00
20891(04) 0005 TEMPORARY SILT FENCE * Material Discrepancy Adjustments 0002 -1,400.00 $1.58 $-2,212.00
20891(04) 0005 TEMPORARY SILT FENCE * Material Discrepancy Adjustments 0004 1,600.00 $1.58 $2,528.00
20891(04) 0005 TEMPORARY SILT FENCE * Contract In Liquidated Damages 0005 -42.00 $10.50 $-441.00
20891(04) 0005 TEMPORARY SILT FENCE * Contract In Liquidated Damages 0007 42.00 $10.50 $441.00
20891(04) 0006 TEMPORARY SILT DIKE * Material Discrepancy Adjustments 0007 -42.00 $10.50 $-441.00
20891(04) 0006 TEMPORARY SILT DIKE * Material Discrepancy Adjustments 0012 -42.00 $10.50 $-441.00
20891(04) 0006 TEMPORARY SILT DIKE * Material Discrepancy Adjustments 0019 84.00 $10.50 $882.00
20891(04) 0012 SEPARATOR FABRIC * Material Discrepancy Adjustments 0011 -5,857.00 $1.05 $-6,149.85
20891(04) 0012 SEPARATOR FABRIC * Material Discrepancy Adjustments 0012 -1,790.00 $1.05 $-1,879.50
20891(04) 0012 SEPARATOR FABRIC * Material Discrepancy Adjustments 0013 1,790.00 $1.05 $1,879.50
20891(04) 0012 SEPARATOR FABRIC * Material Discrepancy Adjustments 0013 5,857.00 $1.05 $6,149.85
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0004 0.00 $0.00 $-1,978.24
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * SUBSTANDARD ITEM 0004 1.00 $-4,297.41 $-4,297.41
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0012 1,575.29 $-1.27 $-2,014.64
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * QAQC 0013 1.00 $-4,297.41 $-4,297.41
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * SUBSTANDARD ITEM 0013 1.00 $4,297.41 $4,297.41
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) * QAQC 0013 1.00 $-1,485.34 $-1,485.34
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0013 516.64 $-0.33 $-172.51
20891(04) 0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) Asphalt Binder Adjustment 0019 -0.02 $1.38 $-0.03
20891(04) 0016 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0004 0.00 $0.00 $-1,376.97
20891(04) 0016 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0012 193.64 $-1.46 $-283.02
20891(04) 0016 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0013 786.83 $-0.38 $-300.25
20891(04) 0016 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) Asphalt Binder Adjustment 0019 1.00 $1.58 $1.58
20891(04) 0022 BEAM GUARD RAIL-W-BEAM-SINGLE * Material Discrepancy Adjustments 0012 -525.00 $14.65 $-7,691.25
20891(04) 0022 BEAM GUARD RAIL-W-BEAM-SINGLE * Material Discrepancy Adjustments 0013 -513.00 $14.65 $-7,515.45
20891(04) 0022 BEAM GUARD RAIL-W-BEAM-SINGLE * Material Discrepancy Adjustments 0014 1,038.00 $14.65 $15,206.70
20891(04) 0023 THRIE BEAM BRIDGE CONNECTION-TYPE A * Material Discrepancy Adjustments 0013 -2.00 $1,254.75 $-2,509.50
20891(04) 0023 THRIE BEAM BRIDGE CONNECTION-TYPE A * Material Discrepancy Adjustments 0014 2.00 $1,254.75 $2,509.50
20891(04) 0024 (SP)G.E.T. GUARD RAIL END SECTION * Material Discrepancy Adjustments 0013 -2.00 $2,304.75 $-4,609.50
20891(04) 0024 (SP)G.E.T. GUARD RAIL END SECTION * Material Discrepancy Adjustments 0014 2.00 $2,304.75 $4,609.50
20891(04) 0025 (SP)FENCE-STYLE SWF (5 BARBED WIRE) * Material Discrepancy Adjustments 0001 -1,320.00 $3.40 $-4,488.00
20891(04) 0025 (SP)FENCE-STYLE SWF (5 BARBED WIRE) * Material Discrepancy Adjustments 0002 1,320.00 $3.40 $4,488.00
20891(04) 0032 STRUCTURAL STEEL * Material Discrepancy Adjustments 0009 -150.00 $1.90 $-285.00
20891(04) 0032 STRUCTURAL STEEL * Material Discrepancy Adjustments 0019 150.00 $1.90 $285.00
20891(04) 0039 WATER REPELLENT (VISUALLY INSPECTED) * Material Discrepancy Adjustments 0014 -461.00 $3.78 $-1,742.58
20891(04) 0039 WATER REPELLENT (VISUALLY INSPECTED) * Material Discrepancy Adjustments 0017 461.00 $3.78 $1,742.58
20891(04) 0041 (SP) SEALER RESIN * Material Discrepancy Adjustments 0014 -1.00 $210.00 $-210.00
20891(04) 0041 (SP) SEALER RESIN * Material Discrepancy Adjustments 0017 1.00 $210.00 $210.00
20891(04) 0050 TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) * Material Discrepancy Adjustments 0013 -6,901.00 $0.63 $-4,347.63
20891(04) 0050 TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) * Material Discrepancy Adjustments 0015 6,901.00 $0.63 $4,347.63
20891(04) 0051 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) * Material Discrepancy Adjustments 0007 -9,300.00 $0.47 $-4,371.00
20891(04) 0051 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) * Material Discrepancy Adjustments 0012 -7,576.00 $0.47 $-3,560.72
20891(04) 0051 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) * Material Discrepancy Adjustments 0015 16,876.00 $0.47 $7,931.72
Subtotals For Line Item Adjustments $-11,906.83
* = 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 $

Line Item Detail

Contract ID: 100432   Estimate Number: 0019     Primary JP: 20891(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-119C(105) Project:    20891(04) Category:    0100/ROADWAY
0001 CLEARING AND GRUBBING 201 0102 LSUM 1.000 1.000   1.000 $13,650.00 $0.00 $13,650.00
0002 UNCLASSIFIED EXCAVATION 202(A) 0183 CY 16,059.000 16,059.000   16,059.000 $3.05 $0.00 $48,979.95
0003 UNCLASSIFIED BORROW 202(C) 0184 CY 37,574.000 37,574.000   37,574.000 $3.94 $0.00 $148,041.56
0004 TYPE A-SALVAGED TOPSOIL 205 4229 LSUM 1.000 1.000   1.000 $5,775.00 $0.00 $5,775.00
0005 TEMPORARY SILT FENCE 223 2801 LF 4,233.000 2,300.000   2,300.000 $1.58 $0.00 $3,634.00
0006 TEMPORARY SILT DIKE 227 0100 LF 70.000 84.000 0.000 84.000 $10.50 $0.00 $882.00
0007 SOLID SLAB SODDING 230(A) 2806 SY 31,953.000 34,057.240 34.800 34,057.240 $1.67 $58.12 $56,875.59
0008 SEEDING METHOD A 232(A) 2813 AC 6.600 0.000   0.000 $519.75 $0.00 $0.00
0009 VEGETATIVE MULCHING 233(A) 2817 AC 6.600 0.000   0.000 $519.75 $0.00 $0.00
0010 MOWING 241 2832 AC 6.600 0.000   0.000 $103.95 $0.00 $0.00
0011 AGGREGATE BASE 303 0192 CY 1,830.000 1,830.000   1,830.000 $56.43 $0.00 $103,266.90
0012 SEPARATOR FABRIC 325 5271 SY 7,647.000 7,647.000   7,647.000 $1.05 $0.00 $8,029.35
0013 (SP)STABILIZED SUBGRADE 327(K) 4300 SY 7,572.000 7,302.860   7,302.860 $5.25 $0.00 $38,340.02
0014 TRAFFIC BOUND SURFACE COURSE TYPE E 403(E) 0225 TON 1,099.000 957.100 1.000 957.100 $22.97 $22.97 $21,984.59
0015 (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) 411(S3) 5945 TON 3,144.000 3,333.040 -0.020 3,333.040 $69.25 $-1.39 $230,813.01
0016 (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) 411(S4) 5960 TON 1,569.000 1,737.380 1.000 1,737.380 $76.49 $76.49 $132,892.20
0017 84" CORR. GALV. STEEL PIPE 613(D) 5739 LF 106.000 212.000   212.000 $105.15 $0.00 $22,291.80
0018 6" PERFORATED PIPE UNDERDRAIN ROUND 613(P) 6204 LF 96.000 0.000   0.000 $36.75 $0.00 $0.00
0019 6" NON-PERF.PIPE UNDERDRAIN RND. 613(Q) 1096 LF 32.000 0.000   0.000 $36.75 $0.00 $0.00
0020 REMOVAL OF STRUCTURES & OBSTRUCTIONS 619(A) 0920 LSUM 1.000 1.000   1.000 $1,050.00 $0.00 $1,050.00
0021 REMOVAL OF ASPHALT PAVEMENT 619(B) 4728 SY 10,150.000 9,977.330   9,977.330 $1.58 $0.00 $15,764.18
0022 BEAM GUARD RAIL-W-BEAM-SINGLE 623(A) 0932 LF 1,038.000 1,038.000   1,038.000 $14.65 $0.00 $15,206.70
0023 THRIE BEAM BRIDGE CONNECTION-TYPE A 623(E) 7114 EA 4.000 4.000   4.000 $1,254.75 $0.00 $5,019.00
0024 (SP)G.E.T. GUARD RAIL END SECTION 623(H) 8571 EA 4.000 4.000   4.000 $2,304.75 $0.00 $9,219.00
0025 (SP)FENCE-STYLE SWF (5 BARBED WIRE) 624(C) 4459 LF 2,615.000 2,668.000   2,668.000 $3.40 $0.00 $9,071.20
0026 OUTLET LATERAL HEADWALL 653(C) 5946 EA 2.000 0.000   0.000 $1,050.00 $0.00 $0.00
8000 PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT 430 5010 LSUM 0.000 1.000 1.000 1.000 $-25,000.00 $-25,000.00 $-25,000.00
Subtotals For Category     0100/ROADWAY    $-24,843.81 $865,786.05
Fed/State Project Number:    BRFY-119C(105) Project:    20891(04) Category:    0200/BRIDGE
0027 SUBSTRUCTURE EXCAVATION COMMON 501(B) 1307 CY 90.000 90.000   90.000 $4.20 $0.00 $378.00
0028 GRANULAR BACKFILL 501(F) 6352 CY 180.000 180.000   180.000 $39.15 $0.00 $7,047.00
0029 PRESTRESSED CONCRETE BEAMS (TYPE IV) 503(A) 1313 LF 399.000 399.000   399.000 $197.76 $0.00 $78,906.24
0030 APPROACH SLAB 504(A) 1304 SY 224.800 224.800   224.800 $194.51 $0.00 $43,725.85
0031 CONCRETE RAIL (TR4) 504(E) 6245 LF 297.000 297.000   297.000 $73.82 $0.00 $21,924.54
0032 STRUCTURAL STEEL 506(A) 1322 LB 150.000 150.000 0.000 150.000 $1.90 $0.00 $285.00
0033 CLASS AA CONCRETE 509(A) 1326 CY 158.600 158.600   158.600 $369.59 $0.00 $58,616.97
0034 CLASS A CONCRETE 509(B) 1328 CY 59.600 59.600   59.600 $365.03 $0.00 $21,755.79
0035 CLASS C CONCRETE 509(D) 1331 CY 40.000 0.000   0.000 $294.31 $0.00 $0.00
0036 EPOXY COATED REINFORCING STEEL 511(B) 6010 LB 37,340.000 37,340.000   37,340.000 $0.82 $0.00 $30,618.80
0037 PILES, FURNISHED (HP 10X42) 514(A) 6010 LF 1,360.000 1,360.000   1,360.000 $21.80 $0.00 $29,648.00
0038 PILES, DRIVEN (HP 10X42) 514(B) 6292 LF 1,360.000 1,280.730 -0.010 1,280.730 $5.25 $-0.05 $6,723.84
0039 WATER REPELLENT (VISUALLY INSPECTED) 515(A) 6013 SY 461.000 461.000   461.000 $3.78 $0.00 $1,742.58
0040 (SP) SEALER CRACK PREPARATION 523(A) 6550 LF 85.000 85.000   85.000 $5.04 $0.00 $428.40
0041 (SP) SEALER RESIN 523(B) 6560 GAL 1.000 1.000   1.000 $210.00 $0.00 $210.00
0042 (PL)FIXED BEARING ASSEMBLY 535 6164 EA 8.000 8.000   8.000 $258.51 $0.00 $2,068.08
0043 TYPE I-A PLAIN RIPRAP 601(A-1)1353 TON 1,250.000 1,194.260   1,194.260 $36.08 $0.00 $43,088.90
0044 TYPE I-A FILTER BLANKET 601(A-2)1355 TON 260.000 252.740   252.740 $28.77 $0.00 $7,271.33
0045 6" PERFORATED PIPE UNDERDRAIN ROUND 613(P) 6204 LF 84.000 84.000 42.000 84.000 $26.25 $1,102.50 $2,205.00
0046 6" NON-PERF.PIPE UNDERDRAIN RND. 613(Q) 6207 LF 48.000 48.000 24.000 48.000 $26.25 $630.00 $1,260.00
0047 REMOVAL OF EXISTING BRIDGE STRUCTURE 619(D) 1397 LSUM 1.000 1.000   1.000 $5,250.00 $0.00 $5,250.00
Subtotals For Category     0200/BRIDGE    $1,732.45 $363,154.32
Fed/State Project Number:    BRFY-119C(105) Project:    20891(04) Category:    0300/TRAFFIC CONTROL
0048 SHEET ALUMINUM SIGNS 850(A) 8110 SF 27.500 0.000   0.000 $10.50 $0.00 $0.00
0049 2 1/4" SQUARE TUBE POST 851(C) 8327 LF 54.000 0.000   0.000 $4.20 $0.00 $0.00
0050 TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) 855(A) 8815 LF 9,200.000 6,901.000   6,901.000 $0.63 $0.00 $4,347.63
0051 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) 856(A) 8839 LF 9,200.000 16,876.000   16,876.000 $0.47 $0.00 $7,931.72
0052 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 856(G) 8887 EA 750.000 100.000   100.000 $1.05 $0.00 $105.00
0053 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) 859(A) 8006 LF 400.000 5,678.000 21.000 5,678.000 $1.05 $22.05 $5,961.90
0054 CONSTRUCTION TRAFFIC CONTROL 880(J) 8905 LSUM 1.000 1.000   1.000 $1,050.00 $0.00 $1,050.00
0055 PORT.CHANGEABLE MESSAGE SIGN 882(B) 8306 SD 240.000 0.000   0.000 $3.15 $0.00 $0.00
Subtotals For Category     0300/TRAFFIC CONTROL    $22.05 $19,396.25
Fed/State Project Number:    BRFY-119C(105) Project:    20891(04) Category:    0600/STAKING
0056 STAKING 642 0098 LSUM 1.000 1.000 0.250 1.000 $6,405.00 $1,601.25 $6,405.00
Subtotals For Category     0600/STAKING    $1,601.25 $6,405.00
Fed/State Project Number:    BRFY-119C(105) Project:    20891(04) Category:    0640/CONSTRUCTION
0057 (SP)SWPPP DOCUMENTATION AND MANAGEMENT 220 2800 LSUM 1.000 1.000 0.250 1.000 $4,200.00 $1,050.00 $4,200.00
0058 MOBILIZATION 641 1399 LSUM 1.000 1.000   1.000 $20,360.91 $0.00 $20,360.92
Subtotals For Category     0640/CONSTRUCTION    $1,050.00 $24,560.92
Subtotals For Project BRFY-119C(105) /20891(04) $-20,438.06 $1,279,302.54