Contract ID: | 110348 | Estimate Number: | 0043 , Final | Spec Year: | 2009 | |||
Primary JP: | 18847(15) | Residency: | MADILL (02300) | Contract No: | 710126 | |||
Date Created: | 03/16/2015 | Contractor FEI: | 730626847 | Account No: | 400200 |
Project Number(s): | NHY-022N(195), NHY-022N(207) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND SIGNALS US-70/DURANT BYPASS: FROM THE US-70 JUNCTION, EXTEND SOUTHEAST TO THE SH-78 JUNCTION. PROJECT LENGTH = 4.502 MILES. | ||||||||
Primary County: | BRYAN | ||||||||
Name of Road: | US-70 | ||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | Time Charged: | 455.00 | ||||||
P. O. BOX 748 | Time Allowed: | 455.00 | |||||||
ENID , OK 73702 | Percent Time: | 100.00 % |
Paid To Date: | $19,446,776.75 | 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. |
THE CUMMINS CONSTRUCTION CO., 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: | 110348 | Estimate Number: | 0043 | Contract No: | 710126 | |||
Residency: | MADILL (02300) | Estimate Type: | Final | Account No: | 400200 | |||
Project Number(s): | NHY-022N(195), NHY-022N(207) | ||||||||||||
Primary Job Piece No: | 18847(15) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND SIGNALS US-70/DURANT BYPASS: FROM THE US-70 JUNCTION, EXTEND SOUTHEAST TO THE SH-78 JUNCTION. PROJECT LENGTH = 4.502 MILES. | ||||||||||||
Primary County: | BRYAN | ||||||||||||
Name of Road: | US-70 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 07/21/2011 | NTP Effective Date: | 12/05/2011 | Pay Period: | 12/01/2014 TO 01/06/2015 |
Date Awarded: | 08/01/2011 | Date Work Began: | 01/03/2012 | Original Contract Time: | 450 |
Date Contract Executed: | 08/18/2011 | Date Time Stopped: | 10/29/2013 | Current Time Charged: | 455.00 |
Date NTP Issued: | 08/24/2011 | Completion Date: | 10/29/2013 | Current Time Allowed: | 455.00 |
General Liability Expires: | 09/01/2015 | Workman's Comp Expires: | 01/01/2016 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | ||||
Bid Amount: | $18,574,116.09 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $19,447,834.28 | Participating: | $19,447,834.39 | $19,447,834.39 | $0.00 | ||
Percent Complete: | 99.99 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $1,057.53 | Total Earnings: | $19,447,834.39 | $19,447,834.39 | $0.00 | ||
Stockpiled Materials: | $0.00 | $-0.02 | $0.02 | ||||
Gross Earnings: | $19,447,834.39 | $19,447,834.37 | $0.02 | ||||
Other Adjustments: | $-1,057.64 | $-1,057.64 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $19,446,776.75 | $19,446,776.73 | $0.02 |
Contract ID: | 110348 | Estimate Number: | 0043 | Primary JP: | 18847(15) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add and Fund One New Pay Item To Contract | Approved | 10/25/2012 | 5.0 | $16,353.12 |
002 | OG&E Electrical connection for HWY 78 traffic signals | Approved | 11/04/2013 | 0.0 | $36,392.10 |
003 | Overruns NHY-022N (195) J/P 18847(15) & (207) J/P 18847(20) | Approved | 02/04/2014 | 0.0 | $490,433.42 |
004 | Final Quantity Change Order | Approved | 12/09/2014 | 0.0 | $330,539.55 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0024 | $-25,532.06 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0021 | $-1,488.64 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0032 | $-2,028.71 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0016 | $-25,836.66 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0001 | $138,335.60 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-55,078.49 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0013 | $-25,723.07 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-2,647.97 |
18847(15) | 0015 | Stockpiled Material Closure | 0043 | $0.02 | |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0020 | $-63,387.84 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0019 | $-16,301.07 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0024 | $-53,589.28 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0025 | $-63,725.44 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0026 | $-28,181.50 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0032 | $-13,053.95 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0005 | $405,877.49 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0033 | $-36,039.69 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0023 | $-54,036.10 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0022 | $-38,073.78 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0021 | $-39,488.85 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0005 | $132,484.46 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0021 | $-33,921.87 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0022 | $-30,107.91 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0019 | $-14,003.01 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0020 | $-54,451.68 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Closure | 0042 | $-0.49 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-81,722.33 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0011 | $-51,342.50 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-18,500.00 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-16,651.28 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-22,864.72 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-1,924.00 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0001 | $193,005.32 | 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 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 3,510.00 | $-0.02 | $-82.35 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 280.00 | $0.05 | $14.13 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 1,835.00 | $-0.06 | $-125.62 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0015 | 5,000.00 | $0.05 | $267.30 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 8,000.00 | $0.03 | $259.68 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0036 | 7,373.44 | $-0.01 | $-106.62 |
18847(15) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 1,439.30 | $-0.03 | $-46.85 |
18847(15) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 977.75 | $-0.03 | $-31.83 |
18847(15) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 2,302.07 | $-0.03 | $-74.93 |
18847(15) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 1,011.15 | $-0.03 | $-32.91 |
18847(15) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 2,895.29 | $-0.03 | $-94.24 |
18847(15) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 449.50 | $-0.03 | $-14.63 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 4,052.20 | $-0.03 | $-150.74 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 3,140.78 | $-0.03 | $-116.84 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 3,572.03 | $-0.03 | $-132.88 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0036 | 2,009.38 | $-0.03 | $-74.75 |
18847(15) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 371.28 | $-0.15 | $-58.37 |
18847(15) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 1,321.57 | $-0.03 | $-49.16 |
18847(15) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 2,146.86 | $-0.03 | $-79.86 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 4,220.00 | $-0.06 | $-288.90 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 1,136.00 | $-0.06 | $-77.77 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0017 | 20,000.00 | $0.03 | $649.20 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 5,000.00 | $0.03 | $162.30 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0036 | 6,176.00 | $-0.01 | $-89.31 |
18847(20) | 0138 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 606.65 | $-0.03 | $-19.75 |
18847(20) | 0139 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 1,658.92 | $-0.03 | $-54.00 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 2,766.54 | $-0.03 | $-102.92 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0033 | 2,664.33 | $-0.03 | $-99.11 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 2,747.28 | $-0.03 | $-102.20 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 2,070.28 | $-0.03 | $-77.01 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0036 | 511.78 | $-0.03 | $-19.04 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 329.79 | $-0.03 | $-12.27 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 1,511.50 | $-0.03 | $-56.23 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 298.49 | $-0.03 | $-11.10 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 635.49 | $-0.03 | $-23.64 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 2,806.94 | $-0.03 | $-104.42 | Subtotals For Line Item Adjustments | $-1,057.64 |
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: | 110348 | Estimate Number: | 0043 | Primary JP: | 18847(15) | |||
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: NHY-022N(195) | Project: 18847(15) | Category: 0100/ROADWAY - NHY-022N(195) | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 39,859.000 | 39,859.000 | 39,859.000 | $6.00 | $0.00 | $239,154.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $73,000.00 | $0.00 | $73,000.00 | |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,636.000 | 191.000 | 191.000 | $1.10 | $0.00 | $210.10 | |
0004 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 16.000 | 0.000 | 0.000 | $140.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 224.000 | 252.000 | 252.000 | $5.00 | $0.00 | $1,260.00 | |
0006 | TEMPORARY ROCK FILTER DAM TYPE 2 | 221(G) 0151 | CY | 8.000 | 0.000 | 0.000 | $73.75 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 64,870.000 | 73,801.440 | 73,801.440 | $0.96 | $0.00 | $70,849.38 | |
0008 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 57,406.000 | 60,017.840 | 60,017.840 | $32.00 | $0.00 | $1,920,570.88 | |
0009 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 224,008.000 | 228,146.280 | 228,146.280 | $0.50 | $0.00 | $114,073.15 | |
0010 | SEPARATOR FABRIC | 325 5271 | SY | 186,940.000 | 208,305.160 | 208,305.160 | $0.85 | $0.00 | $177,059.39 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 16,902.000 | 20,529.170 | 20,529.170 | $15.25 | $0.00 | $313,069.90 | |
0012 | TACK COAT | 407(B) 0250 | GAL | 22,609.000 | 24,676.000 | 24,676.000 | $3.00 | $0.00 | $74,028.00 | |
0013 | PRIME COAT | 408 5774 | GAL | 33,861.000 | 60,240.130 | 60,240.130 | $4.85 | $0.00 | $292,164.64 | |
0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 19,544.000 | 19,287.370 | 19,287.370 | $60.00 | $0.00 | $1,157,242.20 | |
0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 31,439.000 | 31,992.180 | 0.000 | 31,992.180 | $55.20 | $0.00 | $1,765,968.34 |
0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 12,969.000 | 12,774.390 | 12,774.390 | $72.00 | $0.00 | $919,756.08 | |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,150.000 | 3,839.710 | 3,839.710 | $57.75 | $0.00 | $221,743.26 | |
0018 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 33,909.000 | 33,800.000 | 33,800.000 | $0.09 | $0.00 | $3,042.00 | |
0019 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 2,375.000 | 1,958.700 | 1,958.700 | $18.00 | $0.00 | $35,256.60 | |
0020 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 7,302.000 | 8,690.840 | 8,690.840 | $26.00 | $0.00 | $225,961.84 | |
0021 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 2,419.000 | 2,770.750 | 2,770.750 | $101.50 | $0.00 | $281,231.13 | |
0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 406.000 | 405.320 | 405.320 | $10.00 | $0.00 | $4,053.20 | |
0023 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,001.000 | 1,001.000 | 1,001.000 | $352.00 | $0.00 | $352,352.00 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.000 | 555.280 | 555.280 | $225.00 | $0.00 | $124,938.00 | |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 156,133.000 | 156,133.000 | 156,133.000 | $0.80 | $0.00 | $124,906.40 | |
0026 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 330.000 | 1,273.600 | 1,273.600 | $42.00 | $0.00 | $53,491.20 | |
0027 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 1,152.000 | 1,160.020 | 1,160.020 | $8.00 | $0.00 | $9,280.16 | |
0028 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 11,484.000 | 11,157.000 | 11,157.000 | $16.00 | $0.00 | $178,512.00 | |
0029 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 157.000 | 343.350 | 343.350 | $55.00 | $0.00 | $18,884.25 | |
0030 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 733.000 | 742.510 | 742.510 | $45.00 | $0.00 | $33,412.95 | |
0031 | BITUMINOUS DRIVEWAY | 610(G) 4142 | SY | 495.000 | 783.670 | 783.670 | $28.35 | $0.00 | $22,217.04 | |
0032 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 7.000 | 7.000 | 7.000 | $1,375.00 | $0.00 | $9,625.00 | |
0033 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.400 | 2.430 | 2.430 | $560.00 | $0.00 | $1,360.80 | |
0034 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 3.000 | 3.000 | 3.000 | $3,515.00 | $0.00 | $10,545.00 | |
0035 | INLET CI DES. 2 (C) | 611(G) 5114 | EA | 1.000 | 1.000 | 1.000 | $4,100.00 | $0.00 | $4,100.00 | |
0036 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 4.000 | 4.000 | 4.000 | $4,100.00 | $0.00 | $16,400.00 | |
0037 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 4.000 | 2.000 | 2.000 | $4,040.00 | $0.00 | $8,080.00 | |
0038 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 2.000 | 2.000 | 2.000 | $3,210.00 | $0.00 | $6,420.00 | |
0039 | INLET GPI TYPE 1 (DES. 1) | 611(G) 5327 | EA | 1.000 | 1.000 | 1.000 | $1,660.00 | $0.00 | $1,660.00 | |
0040 | INLET (SMD-TYPE 2B) | 611(G) 6006 | EA | 1.000 | 1.000 | 1.000 | $1,840.00 | $0.00 | $1,840.00 | |
0041 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 7.800 | 3.640 | 3.640 | $460.00 | $0.00 | $1,674.40 | |
0042 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 2.000 | 1.990 | 1.990 | $565.00 | $0.00 | $1,124.35 | |
0043 | ADD'L DEPTH IN INLET GPI TYPE 1 | 611(H) 5374 | VF | 2.000 | 0.000 | 0.000 | $470.00 | $0.00 | $0.00 | |
0044 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,758.000 | 1,696.000 | 1,696.000 | $41.00 | $0.00 | $69,536.00 | |
0045 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 616.000 | 628.000 | 628.000 | $45.75 | $0.00 | $28,731.00 | |
0046 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 314.000 | 128.000 | 128.000 | $54.50 | $0.00 | $6,976.00 | |
0047 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 60.000 | 0.000 | 0.000 | $33.00 | $0.00 | $0.00 | |
0048 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(B) 4530 | LF | 54.000 | 0.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0049 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 10,126.000 | 10,090.000 | 10,090.000 | $10.00 | $0.00 | $100,900.00 | |
0050 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 510.000 | 95.000 | 95.000 | $8.50 | $0.00 | $807.50 | |
0051 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 1.000 | 1.000 | $590.00 | $0.00 | $590.00 | |
0052 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 7.000 | 7.000 | 7.000 | $725.00 | $0.00 | $5,075.00 | |
0053 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 1.000 | 0.000 | 0.000 | $800.00 | $0.00 | $0.00 | |
0054 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 234.000 | 222.590 | 222.590 | $28.00 | $0.00 | $6,232.52 | |
0055 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 720.000 | 626.360 | 626.360 | $24.00 | $0.00 | $15,032.64 | |
0056 | TRENCH EXCAVATION | 613(V) 1180 | CY | 1,974.000 | 1,810.640 | 1,810.640 | $6.00 | $0.00 | $10,863.84 | |
0057 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 6.000 | 4.000 | 4.000 | $1,000.00 | $0.00 | $4,000.00 | |
0058 | REMOVAL OF FENCE | 619(B) 4725 | LF | 4,349.000 | 4,349.000 | 4,349.000 | $1.00 | $0.00 | $4,349.00 | |
0059 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 4,247.000 | 7,037.230 | 7,037.230 | $4.00 | $0.00 | $28,148.92 | |
0060 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 26,484.000 | 26,942.000 | 26,942.000 | $1.70 | $0.00 | $45,801.40 | |
0061 | SAWING PAVEMENT | 619(C) 0924 | LF | 120.000 | 119.000 | 119.000 | $6.00 | $0.00 | $714.00 | |
0062 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,625.000 | 1,775.000 | 1,775.000 | $14.95 | $0.00 | $26,536.25 | |
0063 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 5.000 | 5.000 | $2,095.00 | $0.00 | $10,475.00 | |
0064 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,295.00 | $0.00 | $5,180.00 | |
0065 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,310.000 | 6,759.000 | 6,759.000 | $3.50 | $0.00 | $23,656.50 | |
0066 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 35.000 | 41.000 | 41.000 | $7.00 | $0.00 | $287.00 | |
8000 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $16,353.12 | $0.00 | $16,353.12 | |
8002 | MOWING | 241 2832 | AC | 0.000 | 209.980 | 209.980 | $132.31 | $0.00 | $27,782.45 | |
Subtotals For Category 0100/ROADWAY - NHY-022N(195) | $0.00 | $9,308,545.78 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0300/TRAFFIC CONTROL - NHY-022N(195) | ||||||||
0067 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 1,795.000 | 1,628.000 | 1,628.000 | $1.00 | $0.00 | $1,628.00 | |
0068 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,640.000 | 20,453.000 | 20,453.000 | $1.00 | $0.00 | $20,453.00 | |
0069 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,785.000 | 17,588.000 | 17,588.000 | $1.00 | $0.00 | $17,588.00 | |
0070 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,570.000 | 23,165.000 | 23,165.000 | $2.50 | $0.00 | $57,912.50 | |
0071 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,145.000 | 11,284.000 | 11,284.000 | $0.50 | $0.00 | $5,642.00 | |
0072 | WING BARRICADES | 880(C) 8848 | SD | 660.000 | 4,814.000 | 4,814.000 | $2.00 | $0.00 | $9,628.00 | |
0073 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,170.000 | 40,841.000 | 40,841.000 | $0.25 | $0.00 | $10,210.25 | |
0074 | DRUMS | 880(F) 8878 | SD | 16,590.000 | 92,251.000 | 92,251.000 | $0.25 | $0.00 | $23,062.75 | |
Subtotals For Category 0300/TRAFFIC CONTROL - NHY-022N(195) | $0.00 | $146,124.50 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(195) | ||||||||
0075 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 77.160 | 77.160 | 77.160 | $220.00 | $0.00 | $16,975.20 | |
0076 | REINFORCING STEEL | 804(B) 2916 | LB | 16,164.000 | 16,164.000 | 16,164.000 | $1.00 | $0.00 | $16,164.00 | |
0077 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 926.450 | 926.450 | 926.450 | $11.50 | $0.00 | $10,654.18 | |
0078 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 4,789.500 | 4,789.500 | 4,789.500 | $17.50 | $0.00 | $83,816.25 | |
0079 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 490.500 | 490.500 | 490.500 | $24.00 | $0.00 | $11,772.00 | |
0080 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 363.000 | 363.000 | 363.000 | $31.00 | $0.00 | $11,253.00 | |
0081 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 576.000 | 576.000 | 576.000 | $35.00 | $0.00 | $20,160.00 | |
0082 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 675.500 | 675.500 | 675.500 | $41.00 | $0.00 | $27,695.50 | |
0083 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 12.000 | 12.000 | 12.000 | $10.00 | $0.00 | $120.00 | |
0084 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 1,184.000 | 1,184.000 | 1,184.000 | $18.00 | $0.00 | $21,312.00 | |
0085 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 150.000 | 150.000 | 150.000 | $20.00 | $0.00 | $3,000.00 | |
0086 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 101,375.000 | 101,375.000 | 101,375.000 | $0.50 | $0.00 | $50,687.50 | |
0087 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 14,830.000 | 14,830.000 | 14,830.000 | $0.65 | $0.00 | $9,639.50 | |
0088 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 9,240.000 | 9,240.000 | 9,240.000 | $1.50 | $0.00 | $13,860.00 | |
0089 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 5,300.000 | 5,300.000 | 5,300.000 | $2.00 | $0.00 | $10,600.00 | |
0090 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 305.000 | 305.000 | 305.000 | $6.00 | $0.00 | $1,830.00 | |
0091 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 57.000 | 60.000 | 60.000 | $125.00 | $0.00 | $7,500.00 | |
0092 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 6.000 | 6.000 | 6.000 | $150.00 | $0.00 | $900.00 | |
0093 | WARNING LIGHTS(TYPE A) | 880(E) 8863 | EA | 12.000 | 12.000 | 12.000 | $20.00 | $0.00 | $240.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(195) | $0.00 | $318,179.13 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0302/TRAFFIC SIGNAL - NHY-022N(195) | ||||||||
0094 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 200.000 | 200.000 | 200.000 | $4.00 | $0.00 | $800.00 | |
0095 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 315.000 | 315.000 | 315.000 | $16.00 | $0.00 | $5,040.00 | |
0096 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 520.000 | 520.000 | 520.000 | $6.00 | $0.00 | $3,120.00 | |
0097 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 7.000 | 7.000 | 7.000 | $300.00 | $0.00 | $2,100.00 | |
0098 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 3.000 | 3.000 | 3.000 | $300.00 | $0.00 | $900.00 | |
0099 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 24.000 | 24.000 | 24.000 | $490.00 | $0.00 | $11,760.00 | |
0100 | REINFORCING STEEL | 804(B) 2916 | LB | 3,644.600 | 3,644.600 | 3,644.600 | $1.20 | $0.00 | $4,373.52 | |
0101 | 40' MHP 25' TS & 10' LMA(G.STL.) | 806(A) 8836 | EA | 2.000 | 2.000 | 2.000 | $5,695.00 | $0.00 | $11,390.00 | |
0102 | 40' MHP 30' TS & 10' LMA(G.STL.) | 806(A) 8844 | EA | 3.000 | 3.000 | 3.000 | $6,035.00 | $0.00 | $18,105.00 | |
0103 | 40' MHP 35' TS & 10' LMA(G.STL.) | 806(A) 8852 | EA | 2.000 | 2.000 | 2.000 | $6,690.00 | $0.00 | $13,380.00 | |
0104 | 40' MHP 40' TS & 10' LMA(G.STL.) | 806(A) 8858 | EA | 2.000 | 2.000 | 2.000 | $7,320.00 | $0.00 | $14,640.00 | |
0105 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 9.000 | 9.000 | 9.000 | $328.00 | $0.00 | $2,952.00 | |
0106 | SERVICE POLE | 810(A) 3118 | EA | 3.000 | 3.000 | 3.000 | $500.00 | $0.00 | $1,500.00 | |
0107 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 600.000 | 600.000 | 600.000 | $0.90 | $0.00 | $540.00 | |
0108 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,560.000 | 3,560.000 | 3,560.000 | $0.70 | $0.00 | $2,492.00 | |
0109 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $18,990.00 | $0.00 | $56,970.00 | |
0110 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
0111 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 15.000 | 15.000 | 15.000 | $460.00 | $0.00 | $6,900.00 | |
0112 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 3.000 | 3.000 | 3.000 | $459.00 | $0.00 | $1,377.00 | |
0113 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 3.000 | 3.000 | 3.000 | $889.00 | $0.00 | $2,667.00 | |
0114 | BACKPLATE | 833 3030 | EA | 21.000 | 21.000 | 21.000 | $72.00 | $0.00 | $1,512.00 | |
0115 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 905.000 | 905.000 | 905.000 | $1.20 | $0.00 | $1,086.00 | |
0116 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 125.000 | 125.000 | 125.000 | $1.50 | $0.00 | $187.50 | |
0117 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 1,330.000 | 1,330.000 | 1,330.000 | $3.62 | $0.00 | $4,814.60 | |
0118 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 15.000 | 15.000 | 15.000 | $550.00 | $0.00 | $8,250.00 | |
0119 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 9.000 | 9.000 | 9.000 | $335.00 | $0.00 | $3,015.00 | |
0120 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,710.000 | 1,710.000 | 1,710.000 | $1.00 | $0.00 | $1,710.00 | |
0121 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 6.000 | 6.000 | 6.000 | $1,090.00 | $0.00 | $6,540.00 | |
0122 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 202.500 | 202.500 | 202.500 | $27.45 | $0.00 | $5,558.63 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $8,607.00 | $0.00 | $8,607.00 | |
Subtotals For Category 0302/TRAFFIC SIGNAL - NHY-022N(195) | $0.00 | $257,287.25 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0600/STAKING - NHY-022N(195) | ||||||||
0123 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $88,000.00 | $0.00 | $88,000.00 | |
Subtotals For Category 0600/STAKING - NHY-022N(195) | $0.00 | $88,000.00 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0640/CONSTRUCTION - NHY-022N(195) | ||||||||
0124 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,150.00 | $0.00 | $5,150.00 | |
0125 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $5,150.00 | $0.00 | $5,150.00 | |
0126 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $479,898.64 | $0.00 | $479,898.64 | |
0127 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $75,436.69 | $0.00 | $75,436.68 | |
Subtotals For Category 0640/CONSTRUCTION - NHY-022N(195) | $0.00 | $565,635.32 | ||||||||
Subtotals For Project NHY-022N(195) /18847(15) | $0.00 | $10,683,771.98 |
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: NHY-022N(207) | Project: 18847(20) | Category: 0100/ROADWAY - NHY-022N(207) | ||||||||
0128 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 36,532.000 | 36,532.000 | 36,532.000 | $6.00 | $0.00 | $219,192.00 | |
0129 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 425.000 | 0.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0130 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 196.000 | 100.000 | 100.000 | $5.00 | $0.00 | $500.00 | |
0131 | SOLID SLAB SODDING | 230(A) 2806 | SY | 37,445.000 | 31,391.670 | 31,391.670 | $0.96 | $0.00 | $30,136.00 | |
0132 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 64,257.000 | 65,420.470 | 65,420.470 | $32.01 | $0.00 | $2,094,109.25 | |
0133 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 236,800.000 | 236,799.730 | 236,799.730 | $0.50 | $0.00 | $118,399.88 | |
0134 | SEPARATOR FABRIC | 325 5271 | SY | 260,818.000 | 260,817.340 | 260,817.340 | $0.85 | $0.00 | $221,694.74 | |
0135 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 20,483.000 | 26,730.880 | 26,730.880 | $15.24 | $0.00 | $407,378.61 | |
0136 | TACK COAT | 407(B) 0250 | GAL | 26,342.000 | 30,687.500 | 30,687.500 | $3.03 | $0.00 | $92,983.13 | |
0137 | PRIME COAT | 408 5774 | GAL | 68,491.000 | 86,009.260 | 86,009.260 | $4.86 | $0.00 | $418,005.00 | |
0138 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 21,307.000 | 21,798.600 | 21,798.600 | $59.67 | $0.00 | $1,300,722.46 | |
0139 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 37,993.000 | 37,135.060 | 37,135.060 | $55.19 | $0.00 | $2,049,483.95 | |
0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 14,114.000 | 14,910.230 | 14,910.230 | $72.02 | $0.00 | $1,073,834.78 | |
0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 5,963.000 | 5,787.080 | 5,787.080 | $57.75 | $0.00 | $334,203.88 | |
0142 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 46,195.000 | 46,107.000 | 46,107.000 | $0.09 | $0.00 | $4,149.63 | |
0143 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.000 | 19.620 | 19.620 | $220.00 | $0.00 | $4,316.40 | |
0144 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,838.000 | 7,418.780 | 7,418.780 | $1.70 | $0.00 | $12,611.93 | |
0145 | SAWING PAVEMENT | 619(C) 0924 | LF | 8,005.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0146 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 3,700.000 | 3,700.000 | 3,700.000 | $14.95 | $0.00 | $55,315.00 | |
0147 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 14.000 | 14.000 | 14.000 | $2,095.00 | $0.00 | $29,330.00 | |
0148 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 14.000 | 14.000 | 14.000 | $1,295.00 | $0.00 | $18,130.00 | |
0149 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 81.000 | 83.000 | 83.000 | $7.00 | $0.00 | $581.00 | |
Subtotals For Category 0100/ROADWAY - NHY-022N(207) | $0.00 | $8,485,077.64 | ||||||||
Fed/State Project Number: NHY-022N(207) | Project: 18847(20) | Category: 0300/TRAFFIC CONTROL - NHY-022N(207) | ||||||||
0150 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 3,000.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0151 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 1,910.000 | 130.000 | 130.000 | $36.05 | $0.00 | $4,686.50 | |
0152 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,910.000 | 260.000 | 260.000 | $2.35 | $0.00 | $611.00 | |
0153 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 480.000 | 267.000 | 267.000 | $3.00 | $0.00 | $801.00 | |
0154 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,440.000 | 3,708.000 | 3,708.000 | $0.20 | $0.00 | $741.60 | |
0155 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,400.000 | 4,651.000 | 4,651.000 | $1.00 | $0.00 | $4,651.00 | |
0156 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 8,640.000 | 5,955.000 | 5,955.000 | $0.50 | $0.00 | $2,977.50 | |
0157 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,400.000 | 3,556.000 | 3,556.000 | $0.50 | $0.00 | $1,778.00 | |
0158 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 18.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0159 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 1,962.000 | 1,962.000 | $1.00 | $0.00 | $1,962.00 | |
0160 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 13,440.000 | 11,663.000 | 11,663.000 | $0.10 | $0.00 | $1,166.30 | |
0161 | DRUMS | 880(F) 8878 | SD | 35,040.000 | 12,789.000 | 12,789.000 | $0.15 | $0.00 | $1,918.35 | |
Subtotals For Category 0300/TRAFFIC CONTROL - NHY-022N(207) | $0.00 | $21,293.25 | ||||||||
Fed/State Project Number: NHY-022N(207) | Project: 18847(20) | Category: 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(207) | ||||||||
0162 | CLASS C CONCRETE | 509(D) 0325 | CY | 27.320 | 0.000 | 0.000 | $220.00 | $0.00 | $0.00 | |
0163 | REINFORCING STEEL | 511(A) 0332 | LB | 1,124.000 | 0.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
0164 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 38.700 | 38.700 | 38.700 | $220.00 | $0.00 | $8,514.00 | |
0165 | REINFORCING STEEL | 804(B) 2916 | LB | 8,344.000 | 8,344.000 | 8,344.000 | $1.00 | $0.00 | $8,344.00 | |
0166 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 740.190 | 740.190 | 740.190 | $11.50 | $0.00 | $8,512.19 | |
0167 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 1,810.500 | 1,810.500 | 1,810.500 | $17.50 | $0.00 | $31,683.75 | |
0168 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 180.000 | 180.000 | 180.000 | $24.00 | $0.00 | $4,320.00 | |
0169 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 116.000 | 116.000 | 116.000 | $35.00 | $0.00 | $4,060.00 | |
0170 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 484.000 | 484.000 | 484.000 | $41.00 | $0.00 | $19,844.00 | |
0171 | 1 1/2@2.72 GALV.STEEL PIPE POST | 851(B) 3215 | LF | 36.000 | 36.000 | 36.000 | $10.00 | $0.00 | $360.00 | |
0172 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 756.000 | 756.000 | 756.000 | $18.00 | $0.00 | $13,608.00 | |
0173 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 335.000 | 335.000 | 335.000 | $20.00 | $0.00 | $6,700.00 | |
0174 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 41,208.000 | 41,208.000 | 41,208.000 | $0.50 | $0.00 | $20,604.00 | |
0175 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 5,295.000 | 5,295.000 | 5,295.000 | $0.65 | $0.00 | $3,441.75 | |
0176 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 3,033.000 | 3,033.000 | 3,033.000 | $1.50 | $0.00 | $4,549.50 | |
0177 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 1,515.000 | 1,515.000 | 1,515.000 | $2.00 | $0.00 | $3,030.00 | |
0178 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 105.000 | 105.000 | 105.000 | $6.00 | $0.00 | $630.00 | |
0179 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 24.000 | 24.000 | 24.000 | $125.00 | $0.00 | $3,000.00 | |
0180 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 5.000 | 4.000 | 4.000 | $150.00 | $0.00 | $600.00 | |
0181 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 5,000.000 | 5,000.000 | $0.25 | $0.00 | $1,250.00 | |
0182 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 4.000 | 4.000 | 4.000 | $5,825.00 | $0.00 | $23,300.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(207) | $0.00 | $166,351.19 | ||||||||
Fed/State Project Number: NHY-022N(207) | Project: 18847(20) | Category: 0302/TRAFFIC SIGNAL - NHY-022N(207) | ||||||||
0183 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 95.000 | 95.000 | 95.000 | $4.00 | $0.00 | $380.00 | |
0184 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 185.000 | 185.000 | 185.000 | $16.00 | $0.00 | $2,960.00 | |
0185 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 70.000 | 70.000 | 70.000 | $6.00 | $0.00 | $420.00 | |
0186 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 2.000 | 2.000 | 2.000 | $300.00 | $0.00 | $600.00 | |
0187 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 1.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
0188 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.700 | 8.700 | 8.700 | $490.00 | $0.00 | $4,263.00 | |
0189 | REINFORCING STEEL | 804(B) 2916 | LB | 1,330.000 | 1,330.000 | 1,330.000 | $1.20 | $0.00 | $1,596.00 | |
0190 | 40' MHP 35' TS & 10' LMA(G.STL.) | 806(A) 8852 | EA | 1.000 | 1.000 | 1.000 | $6,800.00 | $0.00 | $6,800.00 | |
0191 | 40' MHP 40' TS & 10' LMA(G.STL.) | 806(A) 8858 | EA | 1.000 | 1.000 | 1.000 | $7,425.00 | $0.00 | $7,425.00 | |
0192 | 40' MHP 45' TS & 10' LMA(G.STL.) | 806(A) 8866 | EA | 1.000 | 1.000 | 1.000 | $8,125.00 | $0.00 | $8,125.00 | |
0193 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 3.000 | $328.00 | $0.00 | $984.00 | |
0194 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0195 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 200.000 | 200.000 | $1.00 | $0.00 | $200.00 | |
0196 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,100.000 | 1,100.000 | 1,100.000 | $0.70 | $0.00 | $770.00 | |
0197 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $18,950.00 | $0.00 | $18,950.00 | |
0198 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $27,918.00 | $0.00 | $27,918.00 | |
0199 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 4.000 | 4.000 | 4.000 | $460.00 | $0.00 | $1,840.00 | |
0200 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 3.000 | 3.000 | 3.000 | $459.00 | $0.00 | $1,377.00 | |
0201 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 1.000 | 1.000 | 1.000 | $459.00 | $0.00 | $459.00 | |
0202 | BACKPLATE | 833 3030 | EA | 8.000 | 8.000 | 8.000 | $71.00 | $0.00 | $568.00 | |
0203 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 410.000 | 410.000 | 410.000 | $1.20 | $0.00 | $492.00 | |
0204 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 420.000 | 420.000 | 420.000 | $3.65 | $0.00 | $1,533.00 | |
0205 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 68.500 | 68.500 | 68.500 | $27.45 | $0.00 | $1,880.33 | |
0206 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
Subtotals For Category 0302/TRAFFIC SIGNAL - NHY-022N(207) | $0.00 | $91,340.33 | ||||||||
Subtotals For Project NHY-022N(207) /18847(20) | $0.00 | $8,764,062.41 |