| Contract ID: | 100361 | Estimate Number: | 0033 , Final | Spec Year: | 1999 | |||
| Primary JP: | 20804(04) | Residency: | CLINTON (05100) | Contract No: | 610021 | |||
| Date Created: | 03/17/2015 | Contractor FEI: | 730776271 | Account No: | 400500 |
| Project Number(s): | BRFY-120C(086), BRFY-120C(089) | ||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-54: OVER DEER CREEK AND HORSE CREEK, 8.2 MILES AND 6.8 MILES NORTH OF THE I-40 JUNCTION. PROJECT LENGTH = 1.062 MILES. | ||||||||
| Primary County: | CUSTER | ||||||||
| Name of Road: | SH-54 | ||||||||
| Prime Contractor: | SEWELL BROS., INC. | Time Charged: | 717.00 | ||||||
| 1220 E. MAIN | Time Allowed: | 723.00 | |||||||
| CORDELL , OK 73632 | Percent Time: | 99.17 % | |||||||
| Paid To Date: | $4,419,347.50 | Payable This Statement: | $0.02 |
| 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. |
| SEWELL BROS., INC. |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 100361 | Estimate Number: | 0033 | Contract No: | 610021 | |||
| Residency: | CLINTON (05100) | Estimate Type: | Final | Account No: | 400500 | |||
| Project Number(s): | BRFY-120C(086), BRFY-120C(089) | ||||||||||||
| Primary Job Piece No: | 20804(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-54: OVER DEER CREEK AND HORSE CREEK, 8.2 MILES AND 6.8 MILES NORTH OF THE I-40 JUNCTION. PROJECT LENGTH = 1.062 MILES. | ||||||||||||
| Primary County: | CUSTER | ||||||||||||
| Name of Road: | SH-54 | ||||||||||||
| Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
| 1220 E. MAIN | |||||||||||||
| CORDELL , OK 73632 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 05/20/2010 | NTP Effective Date: | 10/04/2010 | Pay Period: | 05/01/2014 TO 05/01/2014 |
| Date Awarded: | 06/07/2010 | Date Work Began: | 10/04/2010 | Original Contract Time: | 300 |
| Date Contract Executed: | 06/23/2010 | Date Time Stopped: | 09/19/2012 | Current Time Charged: | 717.00 |
| Date NTP Issued: | 07/01/2010 | Completion Date: | 09/19/2012 | Current Time Allowed: | 723.00 |
| General Liability Expires: | 07/01/2015 | Workman's Comp Expires: | 07/01/2015 | Percent Time Used: | 99.17 % |
| Specification Year: | 1999 | ||||
| Bid Amount: | $4,275,740.07 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $4,419,347.48 | Participating: | $4,419,347.50 | $4,419,347.50 | $0.00 | ||
| Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $-0.02 | Total Earnings: | $4,419,347.50 | $4,419,347.50 | $0.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $4,419,347.50 | $4,419,347.50 | $0.00 | ||||
| Other Adjustments: | $0.00 | $-0.02 | $0.02 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $4,419,347.50 | $4,419,347.48 | $0.02 | ||||
| Contract ID: | 100361 | Estimate Number: | 0033 | Primary JP: | 20804(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Earthwork Modificatons | Approved | 10/20/2011 | 5.0 | $20,093.41 |
| 002 | Final Quantity Change Order | Approved | 03/10/2014 | 0.0 | $119,658.44 |
| 003 | Asphalt Binder Correction | Approved | 05/05/2014 | 0.0 | $3,855.56 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20804(04) | 0043 | Stockpiled Material Adjustment | 0013 | $-125,452.51 | |
| 20804(04) | 0043 | Stockpiled Material Initial Payment | 0001 | $125,452.51 | |
| 20804(04) | 0060 | Stockpiled Material Initial Payment | 0001 | $3,158.88 | |
| 20804(04) | 0060 | Stockpiled Material Adjustment | 0010 | $-3,158.88 | |
| 20804(04) | 0061 | Stockpiled Material Initial Payment | 0001 | $5,834.24 | |
| 20804(04) | 0061 | Stockpiled Material Adjustment | 0010 | $-5,834.24 | |
| 20805(04) | 0126 | Stockpiled Material Initial Payment | 0001 | $125,452.51 | |
| 20805(04) | 0126 | Stockpiled Material Adjustment | 0013 | $-125,452.51 | |
| 20805(04) | 0143 | Stockpiled Material Adjustment | 0013 | $-3,158.88 | |
| 20805(04) | 0143 | Stockpiled Material Initial Payment | 0001 | $3,158.88 | |
| 20805(04) | 0144 | Stockpiled Material Adjustment | 0013 | $-5,834.24 | |
| 20805(04) | 0144 | Stockpiled Material Initial Payment | 0001 | $5,834.24 | 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 |
| Withhold to Funds Avail(Prog. Est. Only) | 0030 | $-121,778.60 |
| Withhold to Funds Avail(Prog. Est. Only) | 0031 | $121,778.60 | 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 |
| 20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * QAQC | 0018 | -2,460.00 | $1.00 | $-2,460.00 |
| 20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 1,136.52 | $2.32 | $2,643.26 |
| 20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 522.46 | $2.32 | $1,215.11 |
| 20804(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 591.00 | $2.32 | $1,374.52 |
| 20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0018 | -5,505.55 | $1.00 | $-5,505.55 |
| 20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 1,288.78 | $2.32 | $2,997.38 |
| 20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 1,073.72 | $2.32 | $2,497.20 |
| 20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 94.69 | $1.27 | $120.80 |
| 20804(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0031 | -2,120.14 | $1.00 | $-2,120.14 |
| 20804(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 1,570.59 | $2.65 | $4,174.63 |
| 20805(04) | 0106 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 1,152.00 | $2.32 | $2,679.26 |
| 20805(04) | 0106 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0030 | 0.84 | $1.27 | $1.07 |
| 20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-813.85 |
| 20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $-3,798.24 |
| 20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 576.18 | $2.32 | $1,340.05 |
| 20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0019 | -1,376.20 | $1.00 | $-1,376.20 |
| 20805(04) | 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 1,566.35 | $1.27 | $1,998.27 |
| 20805(04) | 0108 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 891.19 | $2.65 | $2,368.78 |
| 20805(04) | 0109 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 0.00 | $0.00 | $-1,853.12 |
| 20804(04) | 9001 | DEDUCTION FOR FAILING MATERIAL | * QAQC | 0031 | 9,341.75 | $1.00 | $9,341.75 |
| 20804(04) | 9002 | ASPHALT BINDER PRICE ADJUSTMENT | * Asphalt Binder Adjustment | 0031 | -14,824.98 | $1.00 | $-14,824.98 |
| 20804(04) | 9002 | ASPHALT BINDER PRICE ADJUSTMENT | * Rounding Error Correction | 0031 | -0.02 | $1.00 | $-0.02 |
| 20804(04) | 9002 | ASPHALT BINDER PRICE ADJUSTMENT | * Rounding Error Correction | 0033 | 0.02 | $1.00 | $0.02 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 100361 | Estimate Number: | 0033 | Primary JP: | 20804(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-120C(086) | Project: 20804(04) | Category: 0100/ROADWAY - BRFY-120C(086) | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 26,734.000 | 32,751.200 | 32,751.200 | $3.50 | $0.00 | $114,629.20 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 9,857.250 | 18,523.500 | 0.000 | 18,523.500 | $3.50 | $0.00 | $64,832.26 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 38.790 | 27.480 | 27.480 | $257.00 | $0.00 | $7,062.36 | |
| 0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,600.000 | 1,460.000 | 1,460.000 | $1.10 | $0.00 | $1,606.00 | |
| 0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 594.000 | 351.000 | 351.000 | $6.25 | $0.00 | $2,193.75 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 34,000.000 | 55,116.380 | 55,116.380 | $1.13 | $0.00 | $62,281.51 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.600 | 0.000 | 0.000 | $340.00 | $0.00 | $0.00 | |
| 0010 | (PL)ROCK FILTER DAM, TYPE 3 | 235(C) 0102 | CY | 48.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
| 0011 | (PL)ROCK FILTER DAM, TYPE 4 | 235(D) 0103 | CY | 42.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
| 0012 | MOWING | 241 2832 | AC | 17.200 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0013 | (SP)FLY ASH | 327(A) 4200 | TON | 506.000 | 732.140 | 732.140 | $60.00 | $0.00 | $43,928.40 | |
| 0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 20,563.000 | 17,925.000 | 17,925.000 | $1.25 | $0.00 | $22,406.25 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 186.200 | 305.430 | 305.430 | $23.50 | $0.00 | $7,177.61 | |
| 0016 | TACK COAT | 407 0250 | GAL | 2,670.500 | 2,300.000 | 2,300.000 | $3.15 | $0.00 | $7,245.00 | |
| 0017 | PRIME COAT | 408 5774 | GAL | 4,112.000 | 0.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
| 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 1,613.400 | 2,249.980 | 2,249.980 | $82.00 | $0.00 | $184,498.36 | |
| 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 7,588.100 | 4,780.330 | 4,780.330 | $74.50 | $0.00 | $356,134.59 | |
| 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,075.600 | 1,570.590 | 1,570.590 | $84.00 | $0.00 | $131,929.56 | |
| 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,107.100 | 0.000 | 0.000 | $76.00 | $0.00 | $0.00 | |
| 0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 20.000 | 13.310 | 13.310 | $10.00 | $0.00 | $133.10 | |
| 0023 | CLASS A CONCRETE | 509(B) 0321 | CY | 80.000 | 68.670 | 68.670 | $300.00 | $0.00 | $20,601.00 | |
| 0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 230.000 | 241.700 | 241.700 | $200.00 | $0.00 | $48,340.00 | |
| 0025 | REINFORCING STEEL | 511(A) 0332 | LB | 7,345.000 | 8,972.030 | 8,972.030 | $0.80 | $0.00 | $7,177.62 | |
| 0026 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 92.000 | 122.080 | 122.080 | $33.00 | $0.00 | $4,028.64 | |
| 0027 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 32.000 | 52.310 | 52.310 | $26.00 | $0.00 | $1,360.06 | |
| 0028 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 2.000 | 2.000 | 2.000 | $1,100.00 | $0.00 | $2,200.00 | |
| 0029 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
| 0030 | TYPE AA4 CULVERT END TREATMENT | 613(CC) 7191 | EA | 2.000 | 2.000 | 2.000 | $1,150.00 | $0.00 | $2,300.00 | |
| 0031 | TYPE BB4 CULVERT END TREATMENT | 613(CC) 7192 | EA | 2.000 | 2.000 | 2.000 | $1,200.00 | $0.00 | $2,400.00 | |
| 0032 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 148.000 | 164.000 | 164.000 | $18.50 | $0.00 | $3,034.00 | |
| 0033 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 174.000 | 173.580 | 173.580 | $24.50 | $0.00 | $4,252.71 | |
| 0034 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 61.000 | 61.340 | 61.340 | $30.50 | $0.00 | $1,870.87 | |
| 0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 0.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
| 0036 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 565.000 | 565.000 | 565.000 | $1.00 | $0.00 | $565.00 | |
| 0037 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 500.000 | 500.000 | 500.000 | $15.00 | $0.00 | $7,500.00 | |
| 0038 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,340.00 | $0.00 | $5,360.00 | |
| 0039 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,150.00 | $0.00 | $8,600.00 | |
| 0040 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 7,923.000 | 7,095.000 | 7,095.000 | $3.13 | $0.00 | $22,207.35 | |
| 9000 | EARTHWORK | 202(G) 0185 | LSUM | 0.000 | 1.000 | 1.000 | $20,093.41 | $0.00 | $20,093.41 | |
| 9001 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-9,341.75 | $0.00 | $-9,341.75 | |
| 9002 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | 1.000 | $14,824.98 | $0.00 | $14,824.98 |
| 9003 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $3,855.56 | $0.00 | $3,855.56 | |
| Subtotals For Category 0100/ROADWAY - BRFY-120C(086) | $0.00 | $1,194,887.40 | ||||||||
| Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0200/BRIDGE 'B' - BRFY-120C(086) | ||||||||
| 0041 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $5.00 | $0.00 | $450.00 | |
| 0042 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 180.000 | $100.00 | $0.00 | $18,000.00 | |
| 0043 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 997.000 | 997.000 | 997.000 | $167.00 | $0.00 | $166,499.00 | |
| 0044 | APPROACH SLAB | 504(A) 1304 | SY | 225.000 | 225.000 | 225.000 | $120.00 | $0.00 | $27,000.00 | |
| 0045 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 597.000 | 597.000 | 597.000 | $60.00 | $0.00 | $35,820.00 | |
| 0046 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,150.000 | 3,150.000 | 3,150.000 | $2.50 | $0.00 | $7,875.00 | |
| 0047 | CLASS AA CONCRETE | 509(A) 1326 | CY | 339.000 | 339.000 | 339.000 | $370.00 | $0.00 | $125,430.00 | |
| 0048 | CLASS A CONCRETE | 509(B) 1328 | CY | 152.000 | 152.000 | 152.000 | $370.00 | $0.00 | $56,240.00 | |
| 0049 | CLASS C CONCRETE | 509(D) 1331 | CY | 30.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
| 0050 | REINFORCING STEEL | 511(A) 1332 | LB | 1,262.000 | 1,262.000 | 1,262.000 | $0.90 | $0.00 | $1,135.80 | |
| 0051 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,144.000 | 102,144.000 | 102,144.000 | $0.90 | $0.00 | $91,929.60 | |
| 0052 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 825.000 | 826.310 | 826.310 | $19.00 | $0.00 | $15,699.89 | |
| 0053 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 825.000 | 801.830 | 801.830 | $9.00 | $0.00 | $7,216.47 | |
| 0054 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 17.000 | 17.000 | 17.000 | $400.00 | $0.00 | $6,800.00 | |
| 0055 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,108.000 | 1,108.000 | 1,108.000 | $3.00 | $0.00 | $3,324.00 | |
| 0056 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 140.000 | 140.000 | 140.000 | $500.00 | $0.00 | $70,000.00 | |
| 0057 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0058 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0059 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $310.00 | $0.00 | $2,480.00 | |
| 0060 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
| 0061 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
| 0062 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 563.000 | 4,088.170 | 4,088.170 | $33.00 | $0.00 | $134,909.61 | |
| 0063 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 432.000 | 1,055.260 | 1,055.260 | $26.00 | $0.00 | $27,436.76 | |
| 0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $24.00 | $0.00 | $2,016.00 | |
| 0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 77.000 | 70.000 | 70.000 | $24.00 | $0.00 | $1,680.00 | |
| 0066 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| Subtotals For Category 0200/BRIDGE 'B' - BRFY-120C(086) | $0.00 | $851,142.13 | ||||||||
| Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0300/TRAFFIC - BRFY-120C(086) | ||||||||
| 0067 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 3,884.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
| 0068 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 3,884.000 | 2,500.000 | 2,500.000 | $22.00 | $0.00 | $55,000.00 | |
| 0069 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 115.000 | 73.180 | 73.180 | $8.40 | $0.00 | $614.71 | |
| 0070 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 150.000 | 63.000 | 63.000 | $9.60 | $0.00 | $604.80 | |
| 0071 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 15,600.000 | 11,612.000 | 11,612.000 | $0.72 | $0.00 | $8,360.64 | |
| 0072 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 17,800.000 | 9,400.000 | 9,400.000 | $0.12 | $0.00 | $1,128.00 | |
| 0073 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 890.000 | 267.000 | 267.000 | $0.55 | $0.00 | $146.85 | |
| 0074 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,500.000 | 1,500.000 | 1,500.000 | $0.27 | $0.00 | $405.00 | |
| 0075 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,500.000 | 1,906.000 | 1,906.000 | $0.04 | $0.00 | $76.24 | |
| 0076 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,040.000 | 3,221.000 | 3,221.000 | $0.04 | $0.00 | $128.84 | |
| 0077 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,520.000 | 1,894.000 | 1,894.000 | $2.53 | $0.00 | $4,791.82 | |
| 0078 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,520.000 | 1,190.000 | 1,190.000 | $0.04 | $0.00 | $47.60 | |
| 0079 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 750.000 | 750.000 | $0.04 | $0.00 | $30.00 | |
| 0080 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 14,796.000 | 14,796.000 | $0.04 | $0.00 | $591.84 | |
| 0081 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,510.000 | 4,634.000 | 4,634.000 | $0.37 | $0.00 | $1,714.58 | |
| 0082 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 3,150.000 | 14,796.000 | 14,796.000 | $0.63 | $0.00 | $9,321.48 | |
| 0083 | DRUMS | 880(F) 8878 | SD | 3,150.000 | 3,260.000 | 3,260.000 | $0.32 | $0.00 | $1,043.20 | |
| 0084 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 210.000 | 0.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
| 0085 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 2.000 | 2.000 | 2.000 | $65.00 | $0.00 | $130.00 | |
| 0086 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 4.000 | 2.000 | 2.000 | $10.00 | $0.00 | $20.00 | |
| Subtotals For Category 0300/TRAFFIC - BRFY-120C(086) | $0.00 | $84,155.60 | ||||||||
| Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0600/STAKING - BRFY-120C(086) | ||||||||
| 0087 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $17,000.00 | $0.00 | $17,000.00 | |
| Subtotals For Category 0600/STAKING - BRFY-120C(086) | $0.00 | $17,000.00 | ||||||||
| Fed/State Project Number: BRFY-120C(086) | Project: 20804(04) | Category: 0640/CONSTRUCTION - BRFY-120C(086) | ||||||||
| 0088 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $400.00 | $0.00 | $400.00 | |
| 0089 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION - BRFY-120C(086) | $0.00 | $125,400.00 | ||||||||
| Subtotals For Project BRFY-120C(086) /20804(04) | $0.00 | $2,272,585.13 | ||||||||
| 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-120C(089) | Project: 20805(04) | Category: 0100/ROADWAY - BRFY-120C(089) | ||||||||
| 0090 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0091 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 22,572.000 | 57,626.800 | 57,626.800 | $3.50 | $0.00 | $201,693.80 | |
| 0092 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 31,628.000 | 30,158.100 | 30,158.100 | $3.50 | $0.00 | $105,553.35 | |
| 0093 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
| 0094 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 29.700 | 29.670 | 29.670 | $257.00 | $0.00 | $7,625.19 | |
| 0095 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,600.000 | 1,164.000 | 1,164.000 | $1.10 | $0.00 | $1,280.40 | |
| 0096 | TEMPORARY SILT DIKE | 227 0100 | LF | 594.000 | 727.000 | 727.000 | $6.25 | $0.00 | $4,543.75 | |
| 0097 | SOLID SLAB SODDING | 230(A) 2806 | SY | 24,000.000 | 59,507.600 | 59,507.600 | $1.13 | $0.00 | $67,243.59 | |
| 0098 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.000 | 6.000 | 6.000 | $340.00 | $0.00 | $2,040.00 | |
| 0099 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 90.000 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
| 0100 | MOWING | 241 2832 | AC | 10.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0101 | (SP)FLY ASH | 327(A) 4200 | TON | 202.000 | 326.740 | 326.740 | $60.00 | $0.00 | $19,604.40 | |
| 0102 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 8,676.000 | 7,155.000 | 7,155.000 | $1.50 | $0.00 | $10,732.50 | |
| 0103 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 95.000 | 77.480 | 77.480 | $23.50 | $0.00 | $1,820.79 | |
| 0104 | TACK COAT | 407 0250 | GAL | 1,912.000 | 1,360.000 | 1,360.000 | $3.15 | $0.00 | $4,284.00 | |
| 0105 | PRIME COAT | 408 5774 | GAL | 4,197.240 | 0.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
| 0106 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 643.000 | 1,152.840 | 1,152.840 | $82.00 | $0.00 | $94,532.88 | |
| 0107 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 5,964.000 | 4,862.240 | 4,862.240 | $74.50 | $0.00 | $362,236.89 | |
| 0108 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 429.000 | 891.190 | 891.190 | $84.00 | $0.00 | $74,859.96 | |
| 0109 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,450.000 | 956.200 | 956.200 | $76.00 | $0.00 | $72,671.20 | |
| 0110 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 7.000 | 7.610 | 7.610 | $10.00 | $0.00 | $76.10 | |
| 0111 | CLASS A CONCRETE | 509(B) 0321 | CY | 38.000 | 42.530 | 42.530 | $300.00 | $0.00 | $12,759.00 | |
| 0112 | CLASS C CONCRETE | 509(D) 0325 | CY | 345.000 | 325.570 | 325.570 | $200.00 | $0.00 | $65,114.00 | |
| 0113 | REINFORCING STEEL | 511(A) 0332 | LB | 4,955.000 | 5,350.500 | 5,350.500 | $0.80 | $0.00 | $4,280.40 | |
| 0114 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,300.00 | $0.00 | $2,600.00 | |
| 0115 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 57.000 | 57.000 | 57.000 | $30.50 | $0.00 | $1,738.50 | |
| 0116 | 120" CORR. GALV. STEEL PIPE | 613(D) 4761 | LF | 290.000 | 290.000 | 290.000 | $330.00 | $0.00 | $95,700.00 | |
| 0117 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0118 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,350.000 | 3,813.330 | 3,813.330 | $3.00 | $0.00 | $11,439.99 | |
| 0119 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 565.000 | 764.000 | 764.000 | $1.00 | $0.00 | $764.00 | |
| 0120 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 800.000 | 800.000 | 800.000 | $15.00 | $0.00 | $12,000.00 | |
| 0121 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,340.00 | $0.00 | $5,360.00 | |
| 0122 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,150.00 | $0.00 | $8,600.00 | |
| 0123 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,526.000 | 4,320.000 | 4,320.000 | $3.13 | $0.00 | $13,521.60 | |
| Subtotals For Category 0100/ROADWAY - BRFY-120C(089) | $0.00 | $1,293,176.29 | ||||||||
| Fed/State Project Number: BRFY-120C(089) | Project: 20805(04) | Category: 0200/BRIDGE 'A' - BRFY-120C(089) | ||||||||
| 0124 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $5.00 | $0.00 | $450.00 | |
| 0125 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 0.000 | 180.000 | $100.00 | $0.00 | $18,000.00 |
| 0126 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 997.000 | 997.000 | 997.000 | $167.00 | $0.00 | $166,499.00 | |
| 0127 | APPROACH SLAB | 504(A) 1304 | SY | 225.000 | 225.000 | 225.000 | $120.00 | $0.00 | $27,000.00 | |
| 0128 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 597.000 | 597.000 | 597.000 | $60.00 | $0.00 | $35,820.00 | |
| 0129 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,150.000 | 3,150.000 | 3,150.000 | $2.50 | $0.00 | $7,875.00 | |
| 0130 | CLASS AA CONCRETE | 509(A) 1326 | CY | 339.000 | 339.000 | 339.000 | $370.00 | $0.00 | $125,430.00 | |
| 0131 | CLASS A CONCRETE | 509(B) 1328 | CY | 160.000 | 160.000 | 160.000 | $370.00 | $0.00 | $59,200.00 | |
| 0132 | CLASS C CONCRETE | 509(D) 1331 | CY | 30.000 | 0.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
| 0133 | REINFORCING STEEL | 511(A) 1332 | LB | 1,531.000 | 1,531.000 | 1,531.000 | $0.90 | $0.00 | $1,377.90 | |
| 0134 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 106,371.000 | 106,371.000 | 106,371.000 | $0.90 | $0.00 | $95,733.90 | |
| 0135 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 822.000 | 822.000 | 822.000 | $19.00 | $0.00 | $15,618.00 | |
| 0136 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 822.000 | 731.990 | 731.990 | $9.00 | $0.00 | $6,587.91 | |
| 0137 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 17.000 | 17.000 | 17.000 | $400.00 | $0.00 | $6,800.00 | |
| 0138 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,108.000 | 1,108.000 | 1,108.000 | $3.00 | $0.00 | $3,324.00 | |
| 0139 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 134.000 | 134.000 | 134.000 | $500.00 | $0.00 | $67,000.00 | |
| 0140 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0141 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
| 0142 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $310.00 | $0.00 | $2,480.00 | |
| 0143 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
| 0144 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 16.000 | 16.000 | 16.000 | $600.00 | $0.00 | $9,600.00 | |
| 0145 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 490.000 | 3,633.570 | 3,633.570 | $33.00 | $0.00 | $119,907.81 | |
| 0146 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 376.000 | 972.330 | 972.330 | $26.00 | $0.00 | $25,280.58 | |
| 0147 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $24.00 | $0.00 | $2,016.00 | |
| 0148 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 50.000 | 50.000 | 0.000 | 50.000 | $24.00 | $0.00 | $1,200.00 |
| 0149 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| Subtotals For Category 0200/BRIDGE 'A' - BRFY-120C(089) | $0.00 | $836,800.10 | ||||||||
| Fed/State Project Number: BRFY-120C(089) | Project: 20805(04) | Category: 0300/TRAFFIC - BRFY-120C(089) | ||||||||
| 0150 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 115.000 | 42.360 | 42.360 | $10.00 | $0.00 | $423.60 | |
| 0151 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 150.000 | 36.000 | 36.000 | $10.00 | $0.00 | $360.00 | |
| 0152 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 11,600.000 | 7,170.000 | 7,170.000 | $0.75 | $0.00 | $5,377.50 | |
| 0153 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 12,000.000 | 10,612.000 | 10,612.000 | $0.20 | $0.00 | $2,122.40 | |
| 0154 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 600.000 | 136.000 | 136.000 | $1.10 | $0.00 | $149.60 | |
| 0155 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 5,600.000 | 1,140.000 | 1,140.000 | $0.30 | $0.00 | $342.00 | |
| 0156 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,100.000 | 1,906.000 | 1,906.000 | $0.04 | $0.00 | $76.24 | |
| 0157 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 5,040.000 | 3,221.000 | 3,221.000 | $0.04 | $0.00 | $128.84 | |
| 0158 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,520.000 | 1,894.000 | 1,894.000 | $0.04 | $0.00 | $75.76 | |
| 0159 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,520.000 | 1,226.000 | 1,226.000 | $0.04 | $0.00 | $49.04 | |
| 0160 | WING BARRICADES | 880(C) 8848 | SD | 420.000 | 750.000 | 750.000 | $0.04 | $0.00 | $30.00 | |
| 0161 | VERTICAL PANELS | 880(D) 8854 | SD | 15,000.000 | 14,796.000 | 14,796.000 | $0.04 | $0.00 | $591.84 | |
| 0162 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,510.000 | 4,634.000 | 4,634.000 | $0.04 | $0.00 | $185.36 | |
| 0163 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 5,460.000 | 14,796.000 | 14,796.000 | $0.40 | $0.00 | $5,918.40 | |
| 0164 | DRUMS | 880(F) 8878 | SD | 5,460.000 | 3,260.000 | 3,260.000 | $0.04 | $0.00 | $130.40 | |
| 0165 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 210.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
| 0166 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 4.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0167 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 5.000 | 5.000 | 5.000 | $165.00 | $0.00 | $825.00 | |
| Subtotals For Category 0300/TRAFFIC - BRFY-120C(089) | $0.00 | $16,785.98 | ||||||||
| Subtotals For Project BRFY-120C(089) /20805(04) | $0.00 | $2,146,762.37 | ||||||||