Contract ID: | 120201 | Estimate Number: | 0032 , Final | Spec Year: | 2009 | |||
Primary JP: | 25648(04) | Residency: | EST, INC. (03001) | Contract No: | 810140 | |||
Date Created: | 12/12/2018 | Contractor FEI: | 731297069 | Account No: | 400350 |
Project Number(s): | STP-114B(222)AG | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE CITY STREET (WESTERN AVENUE): FROM S.W. 164TH STREET, EXTEND NORTH IN OKLAHOMA CITY. PROJECT LENGTH = 2.002 MILES. | ||||||||
Primary County: | CLEVELAND | ||||||||
Name of Road: | CITY STREET | ||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | Time Charged: | 319.00 | ||||||
1100 South Eastern | Time Allowed: | 320.00 | |||||||
OKLAHOMA CITY , OK 73129 | Percent Time: | 99.69 % |
Paid To Date: | $8,791,822.11 | Payable This Statement: | $-60,676.99 |
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. |
ALLEN CONTRACTING, 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: | 120201 | Estimate Number: | 0032 | Contract No: | 810140 | |||
Residency: | EST, INC. (03001) | Estimate Type: | Final | Account No: | 400350 | |||
Project Number(s): | STP-114B(222)AG | ||||||||||||
Primary Job Piece No: | 25648(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE CITY STREET (WESTERN AVENUE): FROM S.W. 164TH STREET, EXTEND NORTH IN OKLAHOMA CITY. PROJECT LENGTH = 2.002 MILES. | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 06/21/2012 | NTP Effective Date: | 10/01/2012 | Pay Period: | 05/01/2016 TO 07/19/2018 |
Date Awarded: | 07/02/2012 | Date Work Began: | 10/01/2012 | Original Contract Time: | 320 |
Date Contract Executed: | 07/13/2012 | Date Time Stopped: | 11/04/2014 | Current Time Charged: | 319.00 |
Date NTP Issued: | 07/18/2012 | Completion Date: | 11/04/2014 | Current Time Allowed: | 320.00 |
General Liability Expires: | 09/01/2019 | Workman's Comp Expires: | 09/01/2019 | Percent Time Used: | 99.69 % |
Specification Year: | 2009 | ||||
Bid Amount: | $8,891,822.53 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $9,111,361.55 | Participating: | $8,762,834.13 | $8,833,291.50 | $-70,457.37 | ||
Percent Complete: | 96.49 % | Non Participating: | $123,035.00 | $73,035.00 | $50,000.00 | ||
Unearned Balance: | $319,539.44 | Total Earnings: | $8,885,869.13 | $8,906,326.50 | $-20,457.37 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $8,885,869.13 | $8,906,326.50 | $-20,457.37 | ||||
Other Adjustments: | $-94,047.02 | $-53,827.40 | $-40,219.62 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $8,791,822.11 | $8,852,499.10 | $-60,676.99 |
Contract ID: | 120201 | Estimate Number: | 0032 | Primary JP: | 25648(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Remove and Reset Fire Hydrants | Approved | 11/30/2012 | 0.0 | $5,950.00 |
002 | Lowering of 12" Waterline | Approved | 04/11/2013 | 0.0 | $28,326.10 |
003 | Removal of Brick Fence | Approved | 06/04/2013 | 0.0 | $16,945.60 |
004 | On Site Modifications | Approved | 09/09/2013 | 0.0 | $73,545.47 |
005 | Tornado Damage | Approved | 09/09/2015 | 0.0 | $16,099.40 |
006 | Smoothness Bonus | Approved | 02/07/2017 | 0.0 | $28,672.45 |
007 | Existing Utility Issues | Approved | 09/06/2017 | 0.0 | $50,000.00 |
008 | Revise Pay Plan Quantity | Approved | 12/12/2017 | 0.0 | $-10,367.97 |
009 | Final Quantity Change Order | Approved | 07/06/2018 | 0.0 | $-215,124.51 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | 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 |
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 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 0.09 | $0.07 | $0.01 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 8,376.71 | $0.07 | $634.28 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 4,188.40 | $0.07 | $317.15 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 8,376.80 | $0.04 | $408.12 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 200.00 | $0.04 | $9.74 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | -200.00 | $0.01 | $-3.74 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 2,136.00 | $0.01 | $39.99 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 8,827.00 | $0.09 | $827.27 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 1,502.00 | $0.09 | $140.77 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 8,477.00 | $0.02 | $209.55 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 11,283.30 | $0.01 | $211.22 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0007 | 1,030.00 | $0.01 | $19.28 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 4,877.70 | $0.09 | $457.14 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0011 | 3,250.00 | $0.09 | $304.59 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 453.47 | $-1.04 | $-473.76 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 1,910.76 | $-1.04 | $-1,996.27 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 1,484.99 | $-1.25 | $-1,863.29 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 803.00 | $-1.25 | $-1,007.56 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | -1,504.94 | $-1.25 | $1,888.32 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | -1,086.60 | $-1.25 | $1,363.41 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 5,717.28 | $-1.25 | $-7,173.76 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 1,923.99 | $-1.14 | $-2,212.11 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0032 | 263.95 | $-6.60 | $-1,744.64 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0032 | 0.00 | $0.00 | $-4,652.52 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 3,354.55 | $-1.04 | $-3,504.67 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 2,560.22 | $-1.04 | $-2,674.79 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 79.00 | $-1.04 | $-82.54 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 2,658.27 | $-1.04 | $-2,777.23 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 439.72 | $-1.04 | $-459.40 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 1,949.60 | $-1.04 | $-2,036.85 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 2,166.71 | $-1.04 | $-2,263.67 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 6,404.60 | $-1.25 | $-8,036.17 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,054.52 | $-1.25 | $-1,323.16 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,538.25 | $-1.25 | $-1,930.12 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,322.81 | $-1.25 | $-1,659.80 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 4,575.42 | $-1.25 | $-5,741.01 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 817.20 | $-1.25 | $-1,025.38 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -4,633.20 | $-1.25 | $5,813.51 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,953.86 | $-1.14 | $-2,246.45 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0032 | 0.00 | $0.00 | $-19,831.44 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 78.52 | $-6.60 | $-519.00 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 356.53 | $-1.19 | $-425.70 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 913.44 | $-1.43 | $-1,309.87 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 3,139.21 | $-1.43 | $-4,501.63 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 2,735.55 | $-1.31 | $-3,594.51 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 22.02 | $-1.31 | $-28.93 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0032 | 0.00 | $0.00 | $-2,526.11 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0032 | 141.13 | $-7.55 | $-1,066.10 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 1,253.44 | $-1.19 | $-1,496.61 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 1,158.65 | $-1.19 | $-1,383.43 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 563.77 | $-1.19 | $-673.14 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 452.43 | $-1.19 | $-540.20 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 935.50 | $-1.19 | $-1,116.99 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | -27.42 | $-1.19 | $32.74 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 144.61 | $-1.43 | $-207.37 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 557.09 | $-1.43 | $-798.88 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | -15.13 | $-1.43 | $21.71 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0032 | 0.00 | $0.00 | $-9,880.08 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | -0.03 | $-7.55 | $0.23 |
25648(04) | 0077 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 1,587.00 | $0.01 | $29.71 |
25648(04) | 0077 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 529.00 | $0.02 | $13.08 |
25648(04) | 0077 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0032 | -0.22 | $-0.18 | $0.04 | Subtotals For Line Item Adjustments | $-94,047.02 | * = 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: | 120201 | Estimate Number: | 0032 | Primary JP: | 25648(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: STP-114B(222)AG | Project: 25648(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 | 41,884.000 | 41,884.000 | 41,884.000 | $5.50 | $0.00 | $230,362.01 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 28,413.000 | 28,413.000 | 28,413.000 | $7.00 | $0.00 | $198,891.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 12,053.000 | 10,599.000 | 10,599.000 | $1.86 | $0.00 | $19,714.14 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 52.000 | 0.000 | 0.000 | $206.35 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 490.000 | 265.000 | 265.000 | $8.25 | $0.00 | $2,186.25 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 68.000 | 0.000 | 0.000 | $154.76 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 75,900.000 | 70,549.440 | -51.480 | 70,549.440 | $1.34 | $-68.98 | $94,536.25 |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.500 | 0.000 | 0.000 | $515.88 | $0.00 | $0.00 | |
0010 | LIME | 307(D) 4230 | TON | 2,438.000 | 734.170 | 0.620 | 734.170 | $165.00 | $102.30 | $121,138.05 |
0011 | LIME MODIFIED SUBGRADE | 307(I) 4280 | SY | 84,630.000 | 72,440.130 | 2,258.720 | 72,440.130 | $3.00 | $6,776.16 | $217,320.39 |
0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,832.000 | 4,279.160 | 2,384.090 | 4,279.160 | $32.00 | $76,290.88 | $136,933.12 |
0013 | TACK COAT | 407(B) 0250 | GAL | 7,490.000 | 6,050.000 | -1,575.000 | 6,050.000 | $1.03 | $-1,622.25 | $6,231.50 |
0014 | PRIME COAT | 408 5774 | GAL | 18,406.000 | 0.000 | 0.000 | $1.03 | $0.00 | $0.00 | |
0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 9,576.000 | 9,965.900 | 263.950 | 9,965.900 | $62.94 | $16,613.01 | $627,253.74 |
0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 27,185.000 | 26,320.050 | 78.520 | 26,320.050 | $52.62 | $4,131.72 | $1,384,961.03 |
0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 7,212.000 | 7,307.880 | 141.130 | 7,307.880 | $77.38 | $10,920.64 | $565,483.76 |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 4,330.000 | 5,022.910 | -0.030 | 5,022.910 | $58.81 | $-1.76 | $295,397.34 |
0019 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 17,618.000 | 18,192.030 | 36.410 | 18,192.030 | $17.00 | $618.97 | $309,264.51 |
0020 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,916.000 | 4,042.270 | -12.490 | 4,042.270 | $95.00 | $-1,186.55 | $384,015.65 |
0021 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 570.000 | 573.240 | 3.240 | 573.240 | $8.00 | $25.92 | $4,585.92 |
0022 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,483.000 | 1,455.900 | -26.020 | 1,455.900 | $275.00 | $-7,155.50 | $400,372.50 |
0023 | CLASS A CONCRETE | 509(B) 0321 | CY | 581.000 | 518.240 | -624.167 | 518.240 | $250.00 | $-156,041.75 | $129,560.00 |
0024 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 44.000 | 44.460 | 4.460 | 44.460 | $500.00 | $2,230.00 | $22,230.00 |
0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 6.040 | -0.220 | 6.040 | $500.00 | $-110.00 | $3,020.00 |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 322,333.000 | 342,115.460 | -14,881.060 | 342,115.460 | $0.94 | $-13,988.20 | $321,588.53 |
0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 483.000 | 461.150 | 461.150 | $50.49 | $0.00 | $23,283.46 | |
0028 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 4,909.000 | 5,325.500 | 1.500 | 5,325.500 | $4.79 | $7.19 | $25,509.14 |
0029 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 21,228.000 | 19,296.000 | 468.000 | 19,296.000 | $16.00 | $7,488.00 | $308,736.00 |
0030 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 6,970.000 | 6,940.300 | -100.350 | 6,940.300 | $30.82 | $-3,092.79 | $213,900.04 |
0031 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 4,123.000 | 4,835.660 | 236.010 | 4,835.660 | $48.70 | $11,493.69 | $235,496.65 |
0032 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 640.000 | 262.000 | 102.000 | 262.000 | $21.67 | $2,210.34 | $5,677.54 |
0033 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 9.000 | 9.000 | 9.000 | $1,444.78 | $0.00 | $13,003.02 | |
0034 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $1,714.53 | $0.00 | $1,714.53 | |
0035 | SPECIAL INLET DRAIN | 611(G) 4012 | EA | 9.000 | 10.000 | 10.000 | $1,579.02 | $0.00 | $15,790.20 | |
0036 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 6.000 | 7.000 | 7.000 | $2,090.80 | $0.00 | $14,635.60 | |
0037 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 17.000 | 17.000 | 4.000 | 17.000 | $2,991.13 | $11,964.52 | $50,849.21 |
0038 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 12.000 | 12.000 | 0.000 | 12.000 | $3,796.35 | $0.00 | $45,556.20 |
0039 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 8.000 | 8.000 | -4.000 | 8.000 | $3,805.36 | $-15,221.44 | $30,442.88 |
0040 | INLET CI DES. 2 (B-D) | 611(G) 5118 | EA | 1.000 | 1.000 | 1.000 | $4,647.68 | $0.00 | $4,647.68 | |
0041 | INLET CI DES. 2 (2D) | 611(G) 5119 | EA | 1.000 | 1.000 | 1.000 | $5,418.20 | $0.00 | $5,418.20 | |
0042 | INLET GPI TYPE 2 (DES. 11) | 611(G) 5337 | EA | 2.000 | 4.000 | -1.000 | 4.000 | $2,530.60 | $-2,530.60 | $10,122.40 |
0043 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 86.000 | 83.340 | -6.140 | 83.340 | $253.27 | $-1,555.08 | $21,107.51 |
0044 | JUNCTION BOXES | 611(L) 0487 | CF | 736.000 | 724.010 | -14.730 | 724.010 | $27.09 | $-399.04 | $19,613.43 |
0045 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 3,372.000 | 4,129.000 | -91.000 | 4,129.000 | $31.12 | $-2,831.92 | $128,494.48 |
0046 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 2,914.000 | 2,996.000 | 4.000 | 2,996.000 | $36.11 | $144.44 | $108,185.56 |
0047 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 656.000 | 643.000 | 643.000 | $45.61 | $0.00 | $29,327.23 | |
0048 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 784.000 | 736.000 | -14.000 | 736.000 | $58.57 | $-819.98 | $43,107.52 |
0049 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 20.000 | 24.000 | 24.000 | $74.06 | $0.00 | $1,777.44 | |
0050 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4410 | LF | 432.000 | 432.000 | 432.000 | $66.36 | $0.00 | $28,667.52 | |
0051 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 46.000 | 46.000 | 46.000 | $55.29 | $0.00 | $2,543.34 | |
0052 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 384.000 | 384.000 | 384.000 | $61.64 | $0.00 | $23,669.76 | |
0053 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 92.000 | 116.000 | 116.000 | $104.61 | $0.00 | $12,134.76 | |
0054 | 43" X 68" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4509 | LF | 248.000 | 250.000 | 250.000 | $123.57 | $0.00 | $30,892.50 | |
0055 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 906.000 | 946.000 | 946.000 | $27.01 | $0.00 | $25,551.46 | |
0056 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 1,000.000 | 0.000 | 0.000 | $7.97 | $0.00 | $0.00 | |
0057 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 100.000 | 0.000 | 0.000 | $17.16 | $0.00 | $0.00 | |
0058 | 28 1/2" X 18" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4584 | EA | 1.000 | 1.000 | 1.000 | $867.79 | $0.00 | $867.79 | |
0059 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 7.000 | 8.000 | 8.000 | $581.72 | $0.00 | $4,653.76 | |
0060 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 2.000 | 2.000 | 2.000 | $787.55 | $0.00 | $1,575.10 | |
0061 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 2.000 | 1.000 | 1.000 | $998.89 | $0.00 | $998.89 | |
0062 | TYPE BB6 CULVERT END TREATMENT | 613(M) 7202 | EA | 2.000 | 2.000 | 2.000 | $1,776.07 | $0.00 | $3,552.14 | |
0063 | SPECIAL END SECTION OF 43" X 68" RCP ELLIPTICAL | 613(O) 5101 | EA | 1.000 | 1.000 | 1.000 | $2,407.44 | $0.00 | $2,407.44 | |
0064 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 685.000 | 588.740 | -117.010 | 588.740 | $51.53 | $-6,029.53 | $30,337.77 |
0065 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 2,571.000 | 2,794.190 | -489.470 | 2,794.190 | $18.75 | $-9,177.56 | $52,391.08 |
0066 | TRENCH EXCAVATION | 613(V) 1180 | CY | 6,217.000 | 6,590.920 | -710.010 | 6,590.920 | $6.25 | $-4,437.56 | $41,193.28 |
0067 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
0068 | REMOVAL OF FENCE | 619(B) 4725 | LF | 3,692.000 | 3,692.000 | 3,692.000 | $1.71 | $0.00 | $6,313.32 | |
0069 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 59,939.000 | 58,170.780 | 38.560 | 58,170.780 | $0.52 | $20.05 | $30,248.82 |
0070 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 2,394.000 | 2,394.000 | -214.250 | 2,394.000 | $5.70 | $-1,221.23 | $13,645.80 |
0071 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 4,190.000 | 4,489.440 | 4,489.440 | $0.52 | $0.00 | $2,334.50 | |
0072 | SAWING PAVEMENT | 619(C) 0924 | LF | 13,963.000 | 1,819.800 | 22.810 | 1,819.800 | $4.92 | $112.23 | $8,953.43 |
0073 | PIPE RAILING | 622(A) 4746 | LF | 580.000 | 579.960 | -30.280 | 579.960 | $89.61 | $-2,713.39 | $51,970.22 |
0074 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 13.000 | 10.000 | 10.000 | $103.18 | $0.00 | $1,031.80 | |
0075 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $154.76 | $0.00 | $154.76 | |
0076 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 1.000 | 1.000 | -18.000 | 1.000 | $51.59 | $-928.62 | $51.59 |
8010 | FIRE HYDRANT RESET | 612(G) 0650 | EA | 0.000 | 2.000 | 2.000 | $2,975.00 | $0.00 | $5,950.00 | |
8040 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 635.960 | 0.010 | 635.960 | $62.29 | $0.62 | $39,613.95 |
8041 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 0.000 | 15,131.870 | 704.670 | 15,131.870 | $3.00 | $2,114.01 | $45,395.61 |
8042 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 4.000 | 4.000 | $704.00 | $0.00 | $2,816.00 | |
8043 | 12" CORR. GALV. STEEL PIPE | 613(B) 0688 | LF | 0.000 | 45.000 | 45.000 | $65.96 | $0.00 | $2,968.20 | |
8044 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 0.000 | 34.000 | 34.000 | $40.28 | $0.00 | $1,369.52 | |
8045 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $6,981.98 | $0.00 | $6,981.98 | |
8046 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,477.39 | $0.00 | $2,477.39 | |
8050 | 24" PREFAB. CULVERT END SEC., ROUND | 613(L) 5730 | EA | 0.000 | 2.000 | 2.000 | $742.75 | $0.00 | $1,485.50 | |
8060 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $16,099.40 | $0.00 | $16,099.40 | |
8061 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 23,137.360 | 23,137.360 | 23,137.360 | $1.00 | $23,137.36 | $23,137.36 |
Subtotals For Category 0100/ROADWAY | $-54,731.68 | $7,430,877.35 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0200/BRIDGE 'A' | ||||||||
0077 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,645.000 | 2,644.780 | -0.220 | 2,644.780 | $5.00 | $-1.10 | $13,223.90 |
0078 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 697.000 | 703.520 | 6.490 | 703.520 | $7.00 | $45.43 | $4,924.64 |
0079 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,450.000 | 1,448.220 | -1.900 | 1,448.220 | $200.00 | $-380.00 | $289,644.00 |
0080 | REINFORCING STEEL | 511(A) 1332 | LB | 268,460.000 | 280,109.000 | 1,469.000 | 280,109.000 | $0.80 | $1,175.20 | $224,087.19 |
0081 | PIPE RAILING | 622(A) 4746 | LF | 187.000 | 185.700 | -2.300 | 185.700 | $109.25 | $-251.28 | $20,287.72 |
Subtotals For Category 0200/BRIDGE 'A' | $588.25 | $552,167.45 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0300/TRAFFIC SIGNAL | ||||||||
0082 | SOLID SLAB SODDING | 230(A) 2806 | SY | 600.000 | 0.000 | 0.000 | $1.34 | $0.00 | $0.00 | |
0083 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 1,005.000 | 1,005.000 | 1,005.000 | $2.99 | $0.00 | $3,004.95 | |
0084 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 130.000 | 130.000 | 130.000 | $12.38 | $0.00 | $1,609.40 | |
0085 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 3,570.000 | 3,570.000 | -20.000 | 3,570.000 | $3.10 | $-62.00 | $11,067.00 |
0086 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 730.000 | 730.000 | 730.000 | $4.13 | $0.00 | $3,014.90 | |
0087 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 900.000 | 900.000 | 900.000 | $15.48 | $0.00 | $13,932.00 | |
0088 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 210.000 | 210.000 | 210.000 | $5.16 | $0.00 | $1,083.60 | |
0089 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 39.000 | 39.000 | 39.000 | $288.89 | $0.00 | $11,266.71 | |
0090 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 3.000 | 3.000 | 3.000 | $340.48 | $0.00 | $1,021.44 | |
0091 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 34.800 | 34.800 | 34.800 | $428.18 | $0.00 | $14,900.67 | |
0092 | REINFORCING STEEL | 804(B) 2916 | LB | 5,093.900 | 5,093.900 | 5,093.900 | $1.24 | $0.00 | $6,316.44 | |
0093 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 2.000 | $5,674.70 | $0.00 | $11,349.40 | |
0094 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 1.000 | 1.000 | 1.000 | $5,041.19 | $0.00 | $5,041.19 | |
0095 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 1.000 | $4,866.82 | $0.00 | $4,866.82 | |
0096 | POLE & 25' TS MST.ARM(G.STL.) | 806(A) 8726 | EA | 2.000 | 2.000 | 2.000 | $4,039.35 | $0.00 | $8,078.70 | |
0097 | POLE & 35' TS MST.ARM(G.STL.) | 806(A) 8730 | EA | 4.000 | 4.000 | 4.000 | $5,238.26 | $0.00 | $20,953.04 | |
0098 | POLE & 40' TS MST.ARM(G.STL.) | 806(A) 8732 | EA | 2.000 | 2.000 | 2.000 | $5,906.84 | $0.00 | $11,813.68 | |
0099 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 9.000 | 9.000 | 9.000 | $402.39 | $0.00 | $3,621.51 | |
0100 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 3.000 | 3.000 | $355.96 | $0.00 | $1,067.88 | |
0101 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 600.000 | 600.000 | 600.000 | $1.03 | $0.00 | $618.00 | |
0102 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,750.000 | 1,750.000 | 1,750.000 | $0.83 | $0.00 | $1,452.50 | |
0103 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $31,984.63 | $0.00 | $95,953.89 | |
0104 | VEHICLE LOOP DETECTOR | 828(A) 8142 | EA | 22.000 | 22.000 | 22.000 | $118.65 | $0.00 | $2,610.30 | |
0105 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 11,710.000 | 9,028.000 | -4,746.000 | 9,028.000 | $3.30 | $-15,661.80 | $29,792.40 |
0106 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 18.000 | 20.000 | 20.000 | $560.25 | $0.00 | $11,205.00 | |
0107 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 22.000 | 22.000 | 22.000 | $495.25 | $0.00 | $10,895.50 | |
0108 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 10.000 | 10.000 | 10.000 | $490.09 | $0.00 | $4,900.90 | |
0109 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 2.000 | 2.000 | $699.54 | $0.00 | $1,399.08 | |
0110 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 18.000 | 20.000 | 20.000 | $392.07 | $0.00 | $7,841.40 | |
0111 | BACKPLATE | 833 3030 | EA | 34.000 | 34.000 | 34.000 | $71.19 | $0.00 | $2,420.46 | |
0112 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 8,100.000 | 8,100.000 | 8,100.000 | $1.03 | $0.00 | $8,343.00 | |
0113 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 100.000 | 100.000 | 100.000 | $1.28 | $0.00 | $128.00 | |
0114 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 2,605.000 | 2,605.000 | 2,605.000 | $3.07 | $0.00 | $7,997.35 | |
0115 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 7,185.000 | 7,185.000 | 7,185.000 | $0.80 | $0.00 | $5,748.00 | |
0116 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 5.000 | $619.06 | $0.00 | $3,095.30 | |
0117 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 10.000 | 10.000 | 10.000 | $397.23 | $0.00 | $3,972.30 | |
0118 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 2,805.000 | 2,805.000 | 2,805.000 | $1.03 | $0.00 | $2,889.15 | |
0119 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 5.000 | 5.000 | 5.000 | $1,129.78 | $0.00 | $5,648.90 | |
0120 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 219.000 | 219.000 | 219.000 | $30.44 | $0.00 | $6,666.36 | |
8047 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 196.000 | 196.000 | $82.50 | $0.00 | $16,170.00 | |
Subtotals For Category 0300/TRAFFIC SIGNAL | $-15,723.80 | $363,757.12 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING | ||||||||
0121 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.560 | 1.560 | 1.560 | $283.74 | $0.00 | $442.63 | |
0122 | REINFORCING STEEL | 804(B) 2916 | LB | 72.000 | 72.000 | 72.000 | $2.06 | $0.00 | $148.32 | |
0123 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 21.000 | 0.000 | 0.000 | $46.43 | $0.00 | $0.00 | |
0124 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 0.000 | 0.000 | $154.76 | $0.00 | $0.00 | |
0125 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 108.440 | 89.260 | 0.000 | 89.260 | $13.93 | $0.00 | $1,243.39 |
0126 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 188.000 | 153.500 | 153.500 | $12.38 | $0.00 | $1,900.33 | |
0127 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 39.000 | 24.000 | 24.000 | $18.57 | $0.00 | $445.68 | |
0128 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 42,700.000 | 41,643.000 | -141.000 | 41,643.000 | $0.43 | $-60.63 | $17,906.49 |
0129 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,432.000 | 818.000 | 818.000 | $0.72 | $0.00 | $588.96 | |
0130 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 455.000 | 1,442.000 | 1,442.000 | $2.58 | $0.00 | $3,720.36 | |
0131 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 26.000 | 22.000 | -1.000 | 22.000 | $72.22 | $-72.22 | $1,588.84 |
0132 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 10.000 | 11.000 | 11.000 | $139.29 | $0.00 | $1,532.19 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $-132.85 | $29,517.19 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0302/TRAFFIC CONTROL | ||||||||
0133 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,074.000 | 46,102.000 | 46,102.000 | $0.26 | $0.00 | $11,986.52 | |
0134 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 12,060.000 | 1,818.000 | 1,818.000 | $0.42 | $0.00 | $763.56 | |
0135 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 11,380.000 | -1,701.000 | 11,380.000 | $0.52 | $-884.52 | $5,917.60 |
0136 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 300.000 | 1,350.000 | 1,350.000 | $9.26 | $0.00 | $12,501.00 | |
0137 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 21,565.000 | 5,594.000 | 7.000 | 5,594.000 | $0.04 | $0.28 | $223.76 |
0138 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,240.000 | 13,569.000 | 4.000 | 13,569.000 | $1.29 | $5.16 | $17,504.01 |
0139 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 17,025.000 | 10,158.000 | 40.000 | 10,158.000 | $0.10 | $4.00 | $1,015.80 |
0140 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,605.000 | 10,903.000 | -55.000 | 10,903.000 | $0.77 | $-42.35 | $8,395.31 |
0141 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,210.000 | 29,529.000 | -66.000 | 29,529.000 | $0.26 | $-17.16 | $7,677.54 |
0142 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 82,135.000 | 51,545.000 | -183.000 | 51,545.000 | $0.03 | $-5.49 | $1,546.35 |
0143 | DRUMS | 880(F) 8878 | SD | 82,135.000 | 52,369.000 | -185.000 | 52,369.000 | $0.03 | $-5.55 | $1,571.07 |
0144 | CHANNELIZER CONES | 880(G) 8890 | SD | 3,675.000 | 74,279.000 | -248.000 | 74,279.000 | $0.15 | $-37.20 | $11,141.85 |
Subtotals For Category 0302/TRAFFIC CONTROL | $-982.83 | $80,244.37 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0600/STAKING | ||||||||
0145 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $46,945.18 | $0.00 | $46,945.20 | |
Subtotals For Category 0600/STAKING | $0.00 | $46,945.20 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0640/CONSTRUCTION | ||||||||
0146 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $5,255.41 | $525.54 | $5,255.40 |
0147 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $14,070.05 | $0.00 | $14,070.05 | |
0148 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $240,000.00 | $0.00 | $240,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $525.54 | $259,325.45 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0900/NONPARTICIPATING | ||||||||
0149 | FENCE-STYLE WWF | 624(A) 4281 | LF | 192.000 | 187.000 | 187.000 | $7.22 | $0.00 | $1,350.14 | |
0150 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,698.000 | 290.000 | 290.000 | $4.13 | $0.00 | $1,197.70 | |
0151 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(E) 4290 | LF | 935.000 | 916.500 | 916.500 | $15.48 | $0.00 | $14,187.42 | |
0152 | GATES-STYLE CLF (5'HIGH X 8'LONG) | 624(F) 5890 | EA | 2.000 | 2.000 | 2.000 | $825.41 | $0.00 | $1,650.82 | |
0153 | GATES-STYLE CLF (5'HIGH X 14'LONG) | 624(F) 5896 | EA | 2.000 | 2.000 | 2.000 | $1,238.12 | $0.00 | $2,476.24 | |
8020 | 12" WATER LINE LOWERED | 612(M) 4817 | LF | 0.000 | 242.000 | 242.000 | $117.05 | $0.00 | $28,326.10 | |
8030 | REMOVAL OF FENCE | 619(B) 4725 | LF | 0.000 | 340.000 | 340.000 | $49.84 | $0.00 | $16,945.60 | |
8048 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,027.57 | $0.00 | $2,027.57 | |
8049 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,873.41 | $0.00 | $4,873.41 | |
8070 | NEGOTIATED SETTLEMENT OF CONTR'S CLAIM | 109 1100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $50,000.00 | $50,000.00 | $50,000.00 |
Subtotals For Category 0900/NONPARTICIPATING | $50,000.00 | $123,035.00 | ||||||||
Subtotals For Project STP-114B(222)AG /25648(04) | $-20,457.37 | $8,885,869.13 |