Contract ID: | 110483 | Estimate Number: | 0027 , Final | Spec Year: | 2009 | |||
Primary JP: | 27063(04) | Residency: | PERRY (04100) | Contract No: | 710554 | |||
Date Created: | 01/08/2014 | Contractor FEI: | 480952709 | Account No: | 400400 |
Project Number(s): | BRIY-0035-4(239)232 | ||||||||
Contract Description: | BRIDGE AND APPROACHES I-35: OVER US-177. PROJECT LENGTH = 0.359 MILES. | ||||||||
Primary County: | KAY | ||||||||
Name of Road: | I-35 | ||||||||
Prime Contractor: | WILDCAT CONSTRUCTION CO., INC. & SUBSIDIARIES | Time Charged: | 240.00 | ||||||
P. O. BOX 750075 | Time Allowed: | 240.00 | |||||||
TOPEKA , KS 66675 | Percent Time: | 100.00 % |
Paid To Date: | $3,851,619.09 | 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. |
WILDCAT CONSTRUCTION CO., INC. & SUBSIDIARIES |
_________________________________________________ |
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: | 110483 | Estimate Number: | 0027 | Contract No: | 710554 | |||
Residency: | PERRY (04100) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | BRIY-0035-4(239)232 | ||||||||||||
Primary Job Piece No: | 27063(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES I-35: OVER US-177. PROJECT LENGTH = 0.359 MILES. | ||||||||||||
Primary County: | KAY | ||||||||||||
Name of Road: | I-35 | ||||||||||||
Prime Contractor: | WILDCAT CONSTRUCTION CO., INC. & SUBSIDIARIES | ||||||||||||
P. O. BOX 750075 | |||||||||||||
TOPEKA , KS 66675 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 12/13/2013 TO 01/08/2014 |
Date Awarded: | 11/07/2011 | Date Work Began: | 02/20/2012 | Original Contract Time: | 240 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | 11/03/2013 | Current Time Charged: | 240.00 |
Date NTP Issued: | 01/30/2012 | Completion Date: | 11/03/2013 | Current Time Allowed: | 240.00 |
General Liability Expires: | 01/01/2014 | Workman's Comp Expires: | 01/01/2014 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | ||||
Bid Amount: | $4,078,821.42 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $4,124,262.42 | Participating: | $3,919,119.09 | $3,919,119.09 | $0.00 | ||
Percent Complete: | 93.39 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $272,643.33 | Total Earnings: | $3,919,119.09 | $3,919,119.09 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $3,919,119.09 | $3,919,119.09 | $0.00 | ||||
Other Adjustments: | $31,500.00 | $31,500.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-99,000.00 | $-99,000.00 | $0.00 | ||||
TOTAL: | $3,851,619.09 | $3,851,619.09 | $0.00 |
Contract ID: | 110483 | Estimate Number: | 0027 | Primary JP: | 27063(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | ASPH.BINDER & DEDUCT - SMOOTHNESS - FORMLINERS - ARROW BOARD | Approved | 02/04/2013 | 0.0 | $-262.64 |
002 | 7 DAY CREDIT OF DISINCENTIVE CHARGES | Approved | 09/13/2013 | 7.0 | $0.00 |
003 | ADD BRIDGE SURFACE FINISH | Approved | 08/27/2013 | 0.0 | $45,441.00 |
004 | FINAL QUANTITY CHANGE ORDER | Approved | 01/06/2014 | 0.0 | $-204,880.74 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Adjustment | 0006 | $-7,941.16 |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Closure | 0017 | $-5.61 |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Adjustment | 0014 | $-7,941.17 |
27063(04) | 0011 | Separator Fabric stockpile | Stockpiled Material Initial Payment | 0005 | $15,887.94 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Adjustment | 0014 | $-13,326.56 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Closure | 0017 | $-9.42 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Adjustment | 0006 | $-13,326.54 |
27063(04) | 0012 | Geogrid Reinforcement stockpile | Stockpiled Material Initial Payment | 0005 | $26,662.52 |
27063(04) | 0035 | Prestr.Concrete Beams - Bridge A | Stockpiled Material Adjustment | 0005 | $-80,454.00 |
27063(04) | 0035 | Prestr.Concrete Beams - Bridge A | Stockpiled Material Initial Payment | 0002 | $80,454.00 |
27063(04) | 0059 | Prestr.Concrete Beams - Bridge B | Stockpiled Material Adjustment | 0012 | $-80,454.00 |
27063(04) | 0059 | Prestr.Concrete Beams - Bridge B | Stockpiled Material Initial Payment | 0002 | $80,454.00 |
27063(04) | 0059 | Concrete Beam Bearing Pads - Bridge B | Stockpiled Material Initial Payment | 0005 | $7,268.40 |
27063(04) | 0059 | Concrete Beam Bearing Pads - Bridge B | Stockpiled Material Adjustment | 0012 | $-7,268.40 | 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 |
Smoothness Deduction | 0019 | $10,753.37 |
Smoothness Deduction | 0021 | $-10,753.37 |
Milestone Adjust. (Prog. Est. Only) | 0023 | $31,500.00 | Subtotals For Contract Adjustments | $31,500.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 933.34 | $0.77 | $722.27 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $-5,043.10 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0019 | 0.00 | $0.00 | $214.53 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0021 | 0.00 | $0.00 | $4,828.57 |
27063(04) | 0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-722.27 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 2,380.83 | $0.77 | $1,842.41 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 302.41 | $0.77 | $234.02 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0017 | 0.00 | $0.00 | $-8,712.32 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-2,076.43 |
27063(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $8,712.32 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 641.17 | $0.88 | $567.05 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0016 | 0.00 | $0.00 | $-5,827.42 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-567.05 |
27063(04) | 0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $5,827.42 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 236.45 | $0.88 | $209.12 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0016 | 0.00 | $0.00 | $-2,537.05 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-209.12 |
27063(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * ROADWAY DENSITY | 0021 | 0.00 | $0.00 | $2,537.05 | 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 | |||
01 | TIME 'B' BID | 02/27/2012 | 10/11/2012 | 212.00 DYS | $4,500.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0015 | $-49,500.00 |
01 | System Application of Disincentive Adj | 0016 | $-49,500.00 | Subtotals For Milestones | $-99,000.00 |
Contract ID: | 110483 | Estimate Number: | 0027 | Primary JP: | 27063(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: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,436.000 | 1,436.000 | 1,436.000 | $6.00 | $0.00 | $8,616.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 9,513.000 | 9,513.000 | 9,513.000 | $10.00 | $0.00 | $95,130.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,400.000 | 3,448.000 | 3,448.000 | $1.40 | $0.00 | $4,827.20 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 1.000 | 1.000 | $260.00 | $0.00 | $260.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 160.000 | 28.000 | 28.000 | $8.00 | $0.00 | $224.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 15,751.000 | 15,024.030 | 15,024.030 | $1.87 | $0.00 | $28,094.94 | |
0009 | MOWING | 241 2832 | AC | 6.500 | 9.850 | 9.850 | $63.00 | $0.00 | $620.55 | |
0010 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 5,480.000 | 5,598.350 | 5,598.350 | $65.00 | $0.00 | $363,892.75 | |
0011 | SEPARATOR FABRIC | 325 5271 | SY | 18,262.000 | 18,255.550 | 18,255.550 | $1.50 | $0.00 | $27,383.33 | |
0012 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 18,262.000 | 18,255.550 | 18,255.550 | $2.15 | $0.00 | $39,249.44 | |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,267.000 | 3,039.570 | 3,039.570 | $40.00 | $0.00 | $121,582.80 | |
0014 | TACK COAT | 407(B) 0250 | GAL | 3,233.000 | 1,647.500 | 1,647.500 | $2.33 | $0.00 | $3,838.68 | |
0015 | PRIME COAT | 408 5774 | GAL | 7,151.000 | 0.000 | 0.000 | $6.21 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 1,706.000 | 1,753.430 | 1,753.430 | $89.34 | $0.00 | $156,651.44 | |
0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,937.000 | 5,476.390 | 5,476.390 | $82.93 | $0.00 | $454,157.02 | |
0018 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,129.000 | 1,204.750 | 1,204.750 | $110.00 | $0.00 | $132,522.50 | |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 506.000 | 463.420 | 463.420 | $94.39 | $0.00 | $43,742.22 | |
0020 | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | 411(I) 6310 | TON | 100.000 | 0.000 | 0.000 | $222.44 | $0.00 | $0.00 | |
0021 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 25.000 | 57.340 | 57.340 | $175.00 | $0.00 | $10,034.50 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 5.500 | 12.810 | 12.810 | $150.00 | $0.00 | $1,921.50 | |
0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0024 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 170.000 | 16.000 | 16.000 | $50.00 | $0.00 | $800.00 | |
0025 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0026 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $23,000.00 | $0.00 | $23,000.00 | |
0027 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,827.000 | 1,373.560 | 1,373.560 | $7.50 | $0.00 | $10,301.71 | |
0028 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 12,053.000 | 14,107.720 | 14,107.720 | $5.00 | $0.00 | $70,538.60 | |
0029 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,423.000 | 1,415.000 | 1,415.000 | $2.50 | $0.00 | $3,537.50 | |
0030 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,000.000 | 1,000.000 | 1,000.000 | $15.75 | $0.00 | $15,750.00 | |
0031 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0032 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,575.00 | $0.00 | $6,300.00 | |
8000 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $3,574.87 | $0.00 | $3,574.87 | |
8001 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $4,828.57 | $0.00 | $-4,828.57 | |
8002 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $8,712.32 | $0.00 | $-8,712.32 | |
8003 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $5,827.42 | $0.00 | $-5,827.42 | |
8004 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $2,537.05 | $0.00 | $-2,537.05 | |
8005 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $11,281.49 | $0.00 | $11,281.49 | |
8009 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | -1.000 | -1.000 | $1,000.00 | $0.00 | $-1,000.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $1,662,327.68 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0200/BRIDGE 'A' | ||||||||
0033 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $40.00 | $0.00 | $3,600.00 | |
0034 | CLSM BACKFILL | 501(G) 6309 | CY | 230.000 | 230.000 | 230.000 | $120.00 | $0.00 | $27,600.00 | |
0035 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 636.000 | 636.000 | 636.000 | $220.00 | $0.00 | $139,920.00 | |
0036 | APPROACH SLAB | 504(A) 1304 | SY | 437.400 | 437.400 | 437.400 | $175.00 | $0.00 | $76,545.00 | |
0037 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,084.000 | 1,084.000 | 1,084.000 | $3.60 | $0.00 | $3,902.40 | |
0038 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 513.000 | 513.000 | 513.000 | $100.00 | $0.00 | $51,300.00 | |
0039 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,040.000 | 1,040.000 | 1,040.000 | $2.00 | $0.00 | $2,080.00 | |
0040 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
0041 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $3,000.00 | $0.00 | $48,000.00 | |
0042 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $100.00 | $0.00 | $1,600.00 | |
0043 | CLASS AA CONCRETE | 509(A) 1326 | CY | 213.700 | 213.700 | 213.700 | $485.00 | $0.00 | $103,644.50 | |
0044 | CLASS A CONCRETE | 509(B) 1328 | CY | 142.800 | 142.800 | 142.800 | $415.00 | $0.00 | $59,262.00 | |
0045 | SLOPE WALL (5") | 510(C) 6138 | SY | 929.000 | 875.660 | 875.660 | $75.00 | $0.00 | $65,674.51 | |
0046 | REINFORCING STEEL | 511(A) 1332 | LB | 860.000 | 860.000 | 860.000 | $1.40 | $0.00 | $1,204.00 | |
0047 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 73,640.000 | 73,640.000 | 73,640.000 | $1.15 | $0.00 | $84,686.00 | |
0048 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 408.000 | 440.000 | 440.000 | $30.00 | $0.00 | $13,200.00 | |
0049 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 408.000 | 440.000 | 440.000 | $20.00 | $0.00 | $8,800.00 | |
0050 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 814.000 | 814.000 | 814.000 | $3.50 | $0.00 | $2,849.00 | |
0051 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 132.000 | 133.110 | 133.110 | $650.00 | $0.00 | $86,521.50 | |
0052 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 152.000 | 152.000 | 152.000 | $4.00 | $0.00 | $608.00 | |
0053 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $150.00 | $0.00 | $300.00 | |
0054 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 246.000 | 246.000 | 246.000 | $20.00 | $0.00 | $4,920.00 | |
0055 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 110.000 | 154.000 | 154.000 | $20.00 | $0.00 | $3,080.00 | |
0056 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
8006 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | -1.000 | -1.000 | $528.12 | $0.00 | $-528.12 | |
8007 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,938.48 | $0.00 | $2,938.48 | |
8010 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 1.000 | $22,720.50 | $0.00 | $22,720.50 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $867,627.77 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0201/BRIDGE 'B' | ||||||||
0057 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $40.00 | $0.00 | $3,600.00 | |
0058 | CLSM BACKFILL | 501(G) 6309 | CY | 230.000 | 230.000 | 230.000 | $120.00 | $0.00 | $27,600.00 | |
0059 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 636.000 | 636.000 | 636.000 | $220.00 | $0.00 | $139,920.00 | |
0060 | APPROACH SLAB | 504(A) 1304 | SY | 437.400 | 437.400 | 437.400 | $175.00 | $0.00 | $76,545.00 | |
0061 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,084.000 | 1,084.000 | 1,084.000 | $3.60 | $0.00 | $3,902.40 | |
0062 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 513.000 | 513.000 | 513.000 | $100.00 | $0.00 | $51,300.00 | |
0063 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,040.000 | 1,040.000 | 1,040.000 | $2.00 | $0.00 | $2,080.00 | |
0064 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
0065 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $3,000.00 | $0.00 | $48,000.00 | |
0066 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $100.00 | $0.00 | $1,600.00 | |
0067 | CLASS AA CONCRETE | 509(A) 1326 | CY | 213.700 | 213.700 | 213.700 | $485.00 | $0.00 | $103,644.50 | |
0068 | CLASS A CONCRETE | 509(B) 1328 | CY | 142.800 | 142.800 | 142.800 | $415.00 | $0.00 | $59,262.00 | |
0069 | SLOPE WALL (5") | 510(C) 6138 | SY | 941.000 | 878.660 | 878.660 | $75.00 | $0.00 | $65,899.50 | |
0070 | REINFORCING STEEL | 511(A) 1332 | LB | 860.000 | 860.000 | 860.000 | $1.50 | $0.00 | $1,290.00 | |
0071 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 73,640.000 | 73,640.000 | 73,640.000 | $1.15 | $0.00 | $84,686.00 | |
0072 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 408.000 | 408.000 | 408.000 | $30.00 | $0.00 | $12,240.00 | |
0073 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 408.000 | 402.090 | 402.090 | $20.00 | $0.00 | $8,041.80 | |
0074 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 814.000 | 814.000 | 814.000 | $3.50 | $0.00 | $2,849.00 | |
0075 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 132.000 | 133.960 | 133.960 | $650.00 | $0.00 | $87,074.00 | |
0076 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 152.000 | 152.000 | 152.000 | $4.00 | $0.00 | $608.00 | |
0077 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $150.00 | $0.00 | $300.00 | |
0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 246.000 | 246.000 | 246.000 | $20.00 | $0.00 | $4,920.00 | |
0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 110.000 | 167.000 | 167.000 | $20.00 | $0.00 | $3,340.00 | |
0080 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
8011 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 0.000 | 1.000 | 1.000 | $22,720.50 | $0.00 | $22,720.50 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $864,622.70 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0300/TEMPORARY TRAFFIC | ||||||||
0081 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 9,800.000 | 16,061.000 | 16,061.000 | $0.16 | $0.00 | $2,569.76 | |
0082 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 6,080.000 | 974.000 | 974.000 | $0.36 | $0.00 | $350.64 | |
0083 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 3,800.000 | 5,594.000 | 5,594.000 | $0.52 | $0.00 | $2,908.88 | |
0084 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 4,150.000 | 4,461.000 | 4,461.000 | $20.00 | $0.00 | $89,220.00 | |
0085 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 4,000.000 | 4,193.000 | 4,193.000 | $2.50 | $0.00 | $10,482.50 | |
0086 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 67,200.000 | 16,030.000 | 16,030.000 | $0.02 | $0.00 | $320.60 | |
0087 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 9,270.000 | 29,416.000 | 29,416.000 | $0.16 | $0.00 | $4,706.56 | |
0088 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,528.000 | 9,995.000 | 9,995.000 | $1.04 | $0.00 | $10,394.80 | |
0089 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,228.000 | 10,492.000 | 10,492.000 | $2.08 | $0.00 | $21,823.36 | |
0090 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,648.000 | 6,557.000 | 6,557.000 | $0.10 | $0.00 | $655.70 | |
0091 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 1,168.000 | 1,168.000 | $0.26 | $0.00 | $303.68 | |
0092 | VERTICAL PANELS | 880(D) 8854 | SD | 3,480.000 | 2,468.000 | 2,468.000 | $0.10 | $0.00 | $246.80 | |
0093 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,296.000 | 18,790.000 | 18,790.000 | $0.10 | $0.00 | $1,879.00 | |
0094 | DRUMS | 880(F) 8878 | SD | 27,240.000 | 28,936.000 | 28,936.000 | $0.16 | $0.00 | $4,629.76 | |
0095 | CHANNELIZER CONES | 880(G) 8890 | SD | 2,640.000 | 16,729.000 | 16,729.000 | $0.26 | $0.00 | $4,349.54 | |
0096 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,920.000 | 53.500 | 53.500 | $60.00 | $0.00 | $3,210.00 | |
0097 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 536.000 | 20.000 | 20.000 | $5.20 | $0.00 | $104.00 | |
8008 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 0.000 | 510.000 | 510.000 | $10.50 | $0.00 | $5,355.00 | |
Subtotals For Category 0300/TEMPORARY TRAFFIC | $0.00 | $163,510.58 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0301/PERMANENT TRAFFIC | ||||||||
0098 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 6,690.000 | 5,692.000 | 5,692.000 | $0.55 | $0.00 | $3,130.60 | |
0099 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 6,055.000 | 5,630.000 | 5,630.000 | $6.00 | $0.00 | $33,780.00 | |
0100 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 6,055.000 | 5,569.000 | 5,569.000 | $10.00 | $0.00 | $55,690.00 | |
0101 | END ANCHORS | 628(C) 5110 | EA | 4.000 | 3.000 | 3.000 | $1,250.00 | $0.00 | $3,750.00 | |
0102 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $250.00 | $0.00 | $250.00 | |
0103 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 36.000 | 36.000 | 36.000 | $20.00 | $0.00 | $720.00 | |
0104 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 43.000 | 43.000 | 43.000 | $10.00 | $0.00 | $430.00 | |
0105 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 24.000 | 48.000 | 48.000 | $22.50 | $0.00 | $1,080.00 | |
0106 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 15,200.000 | 10,054.000 | 10,054.000 | $0.63 | $0.00 | $6,334.02 | |
0107 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 2,040.000 | 1,113.000 | 1,113.000 | $0.98 | $0.00 | $1,090.74 | |
Subtotals For Category 0301/PERMANENT TRAFFIC | $0.00 | $106,255.36 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0600/STAKING | ||||||||
0108 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $25,000.00 | ||||||||
Fed/State Project Number: BRIY-0035-4(239)232 | Project: 27063(04) | Category: 0640/CONSTRUCTION | ||||||||
0109 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0110 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0111 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $222,275.00 | $0.00 | $222,275.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $229,775.00 | ||||||||
Subtotals For Project BRIY-0035-4(239)232 /27063(04) | $0.00 | $3,919,119.09 |