| Contract ID: | 110241 | Estimate Number: | 0022 , Final | Spec Year: | 2009 | |||
| Primary JP: | 20960(04) | Residency: | ANADARKO (07300) | Contract No: | 711164 | |||
| Date Created: | 11/03/2014 | Contractor FEI: | 730776271 | Account No: | 400700 |
| Project Number(s): | BRFY-126C(082) | ||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-37: OVER BUGGY CREEK, 0.6 MILE EAST OF US-81. PROJECT LENGTH = 0.558 MILE. | ||||||||
| Primary County: | GRADY | ||||||||
| Name of Road: | SH-37 | ||||||||
| Prime Contractor: | SEWELL BROS., INC. | Time Charged: | 198.00 | ||||||
| 1220 E. MAIN | Time Allowed: | 189.00 | |||||||
| CORDELL , OK 73632 | Percent Time: | 104.76 % | |||||||
| Paid To Date: | $2,382,462.40 | Payable This Statement: | $3,972.41 |
| 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: | 110241 | Estimate Number: | 0022 | Contract No: | 711164 | |||
| Residency: | ANADARKO (07300) | Estimate Type: | Final | Account No: | 400700 | |||
| Project Number(s): | BRFY-126C(082) | ||||||||||||
| Primary Job Piece No: | 20960(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-37: OVER BUGGY CREEK, 0.6 MILE EAST OF US-81. PROJECT LENGTH = 0.558 MILE. | ||||||||||||
| Primary County: | GRADY | ||||||||||||
| Name of Road: | SH-37 | ||||||||||||
| Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
| 1220 E. MAIN | |||||||||||||
| CORDELL , OK 73632 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 04/19/2012 | NTP Effective Date: | 09/04/2012 | Pay Period: | 01/16/2014 TO 07/12/2014 |
| Date Awarded: | 05/07/2012 | Date Work Began: | 09/04/2012 | Original Contract Time: | 180 |
| Date Contract Executed: | 05/22/2012 | Date Time Stopped: | 01/10/2014 | Current Time Charged: | 198.00 |
| Date NTP Issued: | 05/25/2012 | Completion Date: | 01/10/2014 | Current Time Allowed: | 189.00 |
| General Liability Expires: | 07/01/2015 | Workman's Comp Expires: | 07/01/2015 | Percent Time Used: | 104.76 % |
| Specification Year: | 2009 | ||||
| Bid Amount: | $2,403,359.07 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $2,432,961.46 | Participating: | $2,392,609.36 | $2,388,636.95 | $3,972.41 | ||
| Percent Complete: | 97.92 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $50,499.06 | Total Earnings: | $2,392,609.36 | $2,388,636.95 | $3,972.41 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $2,392,609.36 | $2,388,636.95 | $3,972.41 | ||||
| Other Adjustments: | $-3,396.96 | $-3,396.96 | $0.00 | ||||
| Liq Dam/Disincentive: | $-6,750.00 | $-6,750.00 | $0.00 | ||||
| TOTAL: | $2,382,462.40 | $2,378,489.99 | $3,972.41 | ||||
| Contract ID: | 110241 | Estimate Number: | 0022 | Primary JP: | 20960(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Add Traffic Standard and 5' CLF and Gates | Approved | 10/16/2012 | 0.0 | $10,374.00 |
| 002 | Add Splices | Approved | 10/25/2012 | 0.0 | $1,600.00 |
| 003 | Fix Drainage East of Bridge | Approved | 10/31/2013 | 9.0 | $17,628.39 |
| 004 | Final Quantity Change Order | Approved | 10/30/2014 | 0.0 | $-40,352.13 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20960(04) | 0037 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Initial Payment | 0001 | $187,500.51 |
| 20960(04) | 0037 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Adjustment | 0004 | $-187,500.51 |
| 20960(04) | 0038 | Approach Slab | Stockpiled Material Initial Payment | 0004 | $12,537.81 |
| 20960(04) | 0038 | Approach Slab | Stockpiled Material Adjustment | 0010 | $-12,537.81 |
| 20960(04) | 0041 | Stockpiled Material Adjustment | 0010 | $0.01 | |
| 20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0009 | $-3,706.18 |
| 20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Initial Payment | 0004 | $6,727.97 |
| 20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0008 | $-1,847.17 |
| 20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0010 | $-1,174.63 |
| 20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-40,002.84 |
| 20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $44,397.12 |
| 20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0004 | $-3,097.10 |
| 20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0005 | $-1,297.18 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0015 | --7.0 | $750.00 | $-5,250.00 |
| System Application of Liquidated Damages | 0016 | --11 | $750.00 | $-8,250.00 |
| System Application of Liquidated Damages | 0021 | -9.0 | $750.00 | $6,750.00 | Subtotals For Liquidated Damages | $-6,750.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Smoothness Deduction | 0016 | $-20.80 | Subtotals For Contract Adjustments | $-20.80 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,061.59 | $-0.02 | $-27.87 |
| 20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 4,730.34 | $-0.02 | $-124.17 |
| 20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 301.11 | $-0.02 | $-7.90 |
| 20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 427.89 | $-0.02 | $-11.23 |
| 20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,104.08 | $-0.02 | $-28.98 |
| 20960(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,568.84 | $-0.03 | $-47.07 |
| 20960(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 779.45 | $-0.03 | $-23.38 |
| 20960(04) | 0045 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0006 | -1.99 | $475.00 | $-947.63 |
| 20960(04) | 0045 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0008 | -3.95 | $475.00 | $-1,878.63 |
| 20960(04) | 0045 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0008 | -0.58 | $475.00 | $-279.30 | Subtotals For Line Item Adjustments | $-3,376.16 | * = 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: | 110241 | Estimate Number: | 0022 | Primary JP: | 20960(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-126C(082) | Project: 20960(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 31,007.000 | 20,692.460 | 20,692.460 | $3.25 | $0.00 | $67,250.49 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 14,830.000 | 21,694.420 | -0.010 | 21,694.420 | $5.05 | $-0.05 | $109,556.82 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $20,500.00 | $0.00 | $20,500.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,375.000 | 2,258.000 | 2,258.000 | $1.20 | $0.00 | $2,709.60 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 235.000 | 175.000 | 175.000 | $8.30 | $0.00 | $1,452.50 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 50,394.000 | 51,542.770 | 51,542.770 | $1.15 | $0.00 | $59,274.19 | |
| 0008 | SEEDING METHOD B | 232(B) 2814 | AC | 11.000 | 0.000 | 0.000 | $430.00 | $0.00 | $0.00 | |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 11.000 | 15.660 | 15.660 | $450.00 | $0.00 | $7,047.00 | |
| 0010 | MOWING | 241 2832 | AC | 26.000 | 0.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
| 0011 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 15,631.000 | 14,906.810 | 14,906.810 | $5.55 | $0.00 | $82,732.79 | |
| 0012 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 446.000 | 251.500 | 251.500 | $27.00 | $0.00 | $6,790.50 | |
| 0013 | TACK COAT | 407(B) 0250 | GAL | 2,457.000 | 2,110.000 | 2,110.000 | $3.20 | $0.00 | $6,752.00 | |
| 0014 | PRIME COAT | 408 5774 | GAL | 4,168.000 | 2,410.000 | 2,410.000 | $4.20 | $0.00 | $10,122.00 | |
| 0015 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 1,245.000 | 1,244.440 | 1,244.440 | 1,244.440 | $1.80 | $2,239.99 | $2,239.99 |
| 0016 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 312.000 | 300.720 | 300.720 | $4.20 | $0.00 | $1,263.02 | |
| 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 7,640.000 | 7,625.010 | 7,625.010 | $65.00 | $0.00 | $495,625.65 | |
| 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,122.000 | 2,348.290 | 2,348.290 | $67.00 | $0.00 | $157,335.43 | |
| 0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 134.000 | 133.330 | 133.330 | $40.00 | $0.00 | $5,333.20 | |
| 0020 | CLASS C CONCRETE | 509(D) 0325 | CY | 41.000 | 39.050 | 39.050 | $315.00 | $0.00 | $12,300.75 | |
| 0021 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 218.000 | 208.000 | 208.000 | $25.00 | $0.00 | $5,200.00 | |
| 0022 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 380.000 | 380.000 | 380.000 | $20.00 | $0.00 | $7,600.00 | |
| 0023 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 82.000 | 82.000 | 82.000 | $26.00 | $0.00 | $2,132.00 | |
| 0024 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 6.000 | 6.000 | 6.000 | $1,100.00 | $0.00 | $6,600.00 | |
| 0025 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 10.000 | 10.000 | 10.000 | $1,115.00 | $0.00 | $11,150.00 | |
| 0026 | TYPE AA4 CULVERT END TREATMENT | 613(M) 7191 | EA | 6.000 | 6.000 | 6.000 | $1,225.00 | $0.00 | $7,350.00 | |
| 0027 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $17,000.00 | $0.00 | $17,000.00 | |
| 0028 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,834.000 | 8,550.680 | 8,550.680 | $2.25 | $0.00 | $19,239.03 | |
| 0029 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 450.000 | 450.000 | 450.000 | $1.00 | $0.00 | $450.00 | |
| 0030 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,391.000 | 2,475.000 | 2,475.000 | $5.00 | $0.00 | $12,375.00 | |
| 0031 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 200.000 | 200.000 | 200.000 | $16.00 | $0.00 | $3,200.00 | |
| 0032 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,150.00 | $0.00 | $8,600.00 | |
| 0033 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,550.00 | $0.00 | $6,200.00 | |
| 0034 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,393.000 | 2,837.000 | 2,837.000 | $3.60 | $0.00 | $10,213.20 | |
| 8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,253.39 | $0.00 | $2,253.39 | |
| 8003 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(E) 4290 | LF | 0.000 | 225.000 | 225.000 | $34.00 | $0.00 | $7,650.00 | |
| 8004 | GATES-STYLE CLF (5'HIGH X 10'LONG) | 624(F) 5892 | EA | 0.000 | 2.000 | 2.000 | $950.00 | $0.00 | $1,900.00 | |
| Subtotals For Category 0100/ROADWAY | $2,239.94 | $1,212,398.55 | ||||||||
| Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0035 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 210.000 | 210.000 | 210.000 | $10.00 | $0.00 | $2,100.00 | |
| 0036 | CLSM BACKFILL | 501(G) 6309 | CY | 184.800 | 184.800 | 184.800 | $100.00 | $0.00 | $18,480.00 | |
| 0037 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,196.000 | 1,196.000 | 1,196.000 | $201.00 | $0.00 | $240,396.00 | |
| 0038 | APPROACH SLAB | 504(A) 1304 | SY | 300.000 | 300.000 | 300.000 | $150.00 | $0.00 | $45,000.00 | |
| 0039 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,630.000 | 1,630.000 | 1,630.000 | $4.00 | $0.00 | $6,520.00 | |
| 0040 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 45.870 | 45.870 | 45.870 | $275.00 | $0.00 | $12,614.25 | |
| 0041 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 733.170 | 733.170 | 733.170 | $65.00 | $0.00 | $47,656.06 | |
| 0042 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,520.000 | 1,520.000 | 1,520.000 | $3.00 | $0.00 | $4,560.00 | |
| 0043 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,165.00 | $0.00 | $17,320.00 | |
| 0044 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,180.00 | $0.00 | $34,880.00 | |
| 0045 | CLASS AA CONCRETE | 509(A) 1326 | CY | 357.400 | 357.400 | 357.400 | $475.00 | $0.00 | $169,765.01 | |
| 0046 | CLASS A CONCRETE | 509(B) 1328 | CY | 205.700 | 205.700 | 205.700 | $475.00 | $0.00 | $97,707.52 | |
| 0047 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 11.470 | 11.470 | $300.00 | $0.00 | $3,441.00 | |
| 0048 | REINFORCING STEEL | 511(A) 1332 | LB | 740.000 | 740.000 | 740.000 | $1.60 | $0.00 | $1,184.00 | |
| 0049 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 110,810.000 | 110,810.000 | 110,810.000 | $1.00 | $0.00 | $110,810.00 | |
| 0050 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 216.000 | 216.000 | 216.000 | $28.00 | $0.00 | $6,048.00 | |
| 0051 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 892.000 | 910.500 | 910.500 | $31.50 | $0.00 | $28,680.75 | |
| 0052 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 216.000 | 216.000 | 216.000 | $12.00 | $0.00 | $2,592.00 | |
| 0053 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 892.000 | 910.500 | 910.500 | $13.50 | $0.00 | $12,291.75 | |
| 0054 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,423.000 | 1,423.000 | 1,423.000 | $4.00 | $0.00 | $5,692.00 | |
| 0055 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 176.000 | 176.000 | 176.000 | $600.00 | $0.00 | $105,600.00 | |
| 0056 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 43.400 | 43.400 | 43.400 | $5.00 | $0.00 | $217.00 | |
| 0057 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.500 | 0.500 | $300.00 | $150.00 | $150.00 |
| 0058 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,280.000 | 1,371.730 | 1,371.730 | $35.00 | $0.00 | $48,010.55 | |
| 0059 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 300.000 | 261.260 | 261.260 | $28.00 | $0.00 | $7,315.28 | |
| 0060 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 90.000 | 90.000 | 90.000 | $20.00 | $0.00 | $1,800.00 | |
| 0061 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 90.000 | 90.000 | 90.000 | $20.00 | $0.00 | $1,800.00 | |
| 0062 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| 8005 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 4.000 | 4.000 | $400.00 | $0.00 | $1,600.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $150.00 | $1,064,231.17 | ||||||||
| Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0300/TRAFFIC | ||||||||
| 0063 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.520 | 0.500 | 0.500 | $420.00 | $0.00 | $210.00 | |
| 0064 | REINFORCING STEEL | 804(B) 2916 | LB | 76.000 | 0.000 | 0.000 | 0.000 | $1.10 | $0.00 | $0.00 |
| 0065 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 110.820 | 110.820 | 50.570 | 110.820 | $18.50 | $935.55 | $2,050.18 |
| 0066 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 31.000 | 23.830 | 23.830 | $15.00 | $0.00 | $357.45 | |
| 0067 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 149.500 | 158.210 | 158.210 | $10.00 | $0.00 | $1,582.10 | |
| 0068 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 13,000.000 | 14,859.000 | 14,859.000 | $0.50 | $0.00 | $7,429.50 | |
| 0069 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 16,800.000 | 14,324.260 | 14,324.260 | $0.13 | $0.00 | $1,862.15 | |
| 0070 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 1,000.000 | 1,123.000 | 1,123.000 | $0.42 | $0.00 | $471.66 | |
| 0071 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 8,400.000 | 6,348.000 | 6,348.000 | $0.22 | $0.00 | $1,396.56 | |
| 0072 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,300.000 | 656.000 | 54.000 | 656.000 | $0.06 | $3.24 | $39.36 |
| 0073 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,200.000 | 1,212.000 | 162.000 | 1,212.000 | $0.07 | $11.34 | $84.84 |
| 0074 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,350.000 | 2,270.000 | 234.000 | 2,270.000 | $0.14 | $32.76 | $317.80 |
| 0075 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,250.000 | 446.000 | 90.000 | 446.000 | $0.17 | $15.30 | $75.82 |
| 0076 | WING BARRICADES | 880(C) 8848 | SD | 840.000 | 436.000 | 18.000 | 436.000 | $0.80 | $14.40 | $348.80 |
| 0077 | VERTICAL PANELS | 880(D) 8854 | SD | 6,300.000 | 0.000 | 0.000 | $0.12 | $0.00 | $0.00 | |
| 0078 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 15,750.000 | 1,241.000 | 189.000 | 1,241.000 | $0.12 | $22.68 | $148.92 |
| 0079 | DRUMS | 880(F) 8878 | SD | 7,350.000 | 330.000 | 54.000 | 330.000 | $0.05 | $2.70 | $16.50 |
| 0080 | CHANNELIZER CONES | 880(G) 8890 | SD | 7,350.000 | 9,440.000 | 990.000 | 9,440.000 | $0.53 | $524.70 | $5,003.20 |
| 0081 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 420.000 | 0.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
| 8000 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 168.000 | 18.000 | 168.000 | $1.10 | $19.80 | $184.80 |
| Subtotals For Category 0300/TRAFFIC | $1,582.47 | $21,579.64 | ||||||||
| Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0600/STAKING | ||||||||
| 0082 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $9,900.00 | $0.00 | $9,900.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $9,900.00 | ||||||||
| Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0083 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
| 0084 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| 0085 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $76,000.00 | $0.00 | $76,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $84,500.00 | ||||||||
| Subtotals For Project BRFY-126C(082) /20960(04) | $3,972.41 | $2,392,609.36 | ||||||||