Contract ID: | 110491 | Estimate Number: | 0032 , Final | Spec Year: | 2009 | |||
Primary JP: | 24041(05) | Residency: | EDMOND (04400) | Contract No: | 710619 | |||
Date Created: | 07/15/2016 | Contractor FEI: | 420945831A | Account No: | 400500 |
Project Number(s): | STP-155C(651)AG, STP-155C(852)AG | ||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE CITY STREETS: KELLY AVENUE FROM NORTH OF 192ND STREET EXTEND NORTH; AND COVELL ROAD FROM EAST OF SANTA FE AVENUE EXTEND EAST, IN THE CITY OF EDMOND. PROJECT LENGTH = 2.628 MILES. | ||||||||
Primary County: | OKLAHOMA | ||||||||
Name of Road: | CITY STREETS | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 341.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 341.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 100.00 % |
Paid To Date: | $15,235,875.03 | Payable This Statement: | $12,680.00 |
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. |
DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV |
_________________________________________________ |
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: | 110491 | Estimate Number: | 0032 | Contract No: | 710619 | |||
Residency: | EDMOND (04400) | Estimate Type: | Final | Account No: | 400500 | |||
Project Number(s): | STP-155C(651)AG, STP-155C(852)AG | ||||||||||||
Primary Job Piece No: | 24041(05) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE CITY STREETS: KELLY AVENUE FROM NORTH OF 192ND STREET EXTEND NORTH; AND COVELL ROAD FROM EAST OF SANTA FE AVENUE EXTEND EAST, IN THE CITY OF EDMOND. PROJECT LENGTH = 2.628 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | CITY STREETS | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 09/29/2015 TO 06/30/2016 |
Date Awarded: | 11/07/2011 | Date Work Began: | 01/16/2012 | Original Contract Time: | 325 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | 09/06/2014 | Current Time Charged: | 341.00 |
Date NTP Issued: | 11/22/2011 | Completion Date: | 09/06/2014 | Current Time Allowed: | 341.00 |
General Liability Expires: | 07/01/2017 | Workman's Comp Expires: | 06/30/2017 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | ||||
Bid Amount: | $14,769,759.12 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $15,295,722.63 | Participating: | $15,248,555.24 | $15,227,260.28 | $21,294.96 | ||
Percent Complete: | 99.61 % | Non Participating: | $3,963.60 | $3,963.60 | $0.00 | ||
Unearned Balance: | $59,847.60 | Total Earnings: | $15,252,518.84 | $15,231,223.88 | $21,294.96 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $15,252,518.84 | $15,231,223.88 | $21,294.96 | ||||
Other Adjustments: | $-16,643.81 | $-8,028.85 | $-8,614.96 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $15,235,875.03 | $15,223,195.03 | $12,680.00 |
Contract ID: | 110491 | Estimate Number: | 0032 | Primary JP: | 24041(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Class AA Concrete | Approved | 05/02/2012 | 0.0 | $18,507.66 |
002 | Unclassified Excavation & Unclassified Borrow | Approved | 09/09/2015 | 16.0 | $310,084.11 |
003 | Pull Boxes for Communication Conduit/ITS | Approved | 08/13/2013 | 0.0 | $51,830.12 |
004 | Ride Bonus | Approved | 06/04/2013 | 0.0 | $40,669.33 |
005 | (651) Traffic Signals | Approved | 01/06/2014 | 0.0 | $3,520.00 |
006 | 2/C Lead In Cable and Overruns | Approved | 01/06/2014 | 0.0 | $54,915.93 |
007 | Stripe Removal | Approved | 09/09/2014 | 0.0 | $44,250.14 |
008 | Sp. Provision for Smoothness | Approved | 07/15/2014 | 0.0 | $0.00 |
009 | Class A Sm. Str. | Approved | 06/03/2015 | 0.0 | $2,186.22 |
010 | Final Quantities | Approved | 04/13/2016 | 0.0 | $-43,203.82 |
011 | B Bid Time Charges | Approved | 07/11/2016 | 72.0 | $0.00 |
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 |
System Application of Liquidated Damages | 0019 | --10 | $2,000.00 | $-20,000.00 |
System Application of Liquidated Damages | 0020 | --6.0 | $2,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0031 | -16.0 | $2,000.00 | $32,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
W/hold Funds-Payroll/DBE(Prog. Est Only) | 0001 | $-5,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0018 | $5,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0028 | $-15,538.82 |
Withhold to Funds Avail(Prog. Est. Only) | 0030 | $-30,903.82 |
Withhold to Funds Avail(Prog. Est. Only) | 0031 | $46,442.64 | 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 |
24041(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 450.00 | $0.08 | $38.00 |
24041(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 3,000.00 | $0.08 | $253.35 |
24041(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 450.00 | $0.05 | $24.50 |
24041(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 2,107.00 | $-0.03 | $-76.80 |
24041(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0030 | 0.05 | $-0.31 | $-0.02 |
24041(05) | 0002 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0030 | 0.05 | $0.31 | $0.02 |
24041(05) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 4,500.00 | $0.08 | $380.03 |
24041(05) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 5,322.00 | $-0.03 | $-193.99 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 948.36 | $0.56 | $534.73 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-1,909.16 | $-1,909.16 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-387.48 | $-387.48 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-12,121.27 | $-12,121.27 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-686.28 | $-686.28 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 2,857.15 | $0.77 | $2,211.01 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-12,141.07 | $-12,141.07 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 12,141.07 | $1.00 | $12,141.07 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 1,909.16 | $1.00 | $1,909.16 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 686.28 | $1.00 | $686.28 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 12,121.27 | $1.00 | $12,121.27 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 387.48 | $1.00 | $387.48 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | -51.93 | $66.03 | $-3,429.14 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 144.37 | $-0.14 | $-20.77 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 68.51 | $-0.98 | $-67.40 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0030 | 1.00 | $648.65 | $648.65 |
24041(05) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0032 | 0.00 | $0.00 | $-3,306.22 |
28387(04) | 0125 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 13,625.00 | $0.04 | $660.13 |
28387(04) | 0125 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 25,000.00 | $0.04 | $1,211.25 |
28387(04) | 0125 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 16,580.84 | $0.08 | $1,400.25 |
28387(04) | 0125 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 5,000.00 | $-0.03 | $-182.25 |
28387(04) | 0125 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0030 | 26,053.05 | $-0.31 | $-8,140.28 |
28387(04) | 0125 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0030 | 26,053.05 | $0.31 | $8,140.28 |
28387(04) | 0140 | SUPERPAVE, TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 470.68 | $-0.12 | $-59.65 |
28387(04) | 0140 | SUPERPAVE, TYPE S2(PG 64-22 OK) | * Asphalt Binder Adjustment | 0030 | 1.00 | $380.52 | $380.52 |
28387(04) | 0141 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * Asphalt Binder Adjustment | 0030 | 1.00 | $155.25 | $155.25 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 435.85 | $0.56 | $245.75 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,295.41 | $0.56 | $730.42 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 2,158.17 | $0.77 | $1,670.10 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-12,121.27 | $-12,121.27 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-387.48 | $-387.48 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-1,909.16 | $-1,909.16 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-686.28 | $-686.28 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 2,348.77 | $0.77 | $1,817.60 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0010 | 1.00 | $-12,141.07 | $-12,141.07 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | -9.91 | $63.90 | $-633.44 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | -76.51 | $63.90 | $-4,889.37 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 1,909.16 | $1.00 | $1,909.16 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 387.48 | $1.00 | $387.48 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 12,121.27 | $1.00 | $12,121.27 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 12,141.07 | $1.00 | $12,141.07 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | 686.28 | $1.00 | $686.28 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0024 | -175.37 | $63.90 | $-11,206.33 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 2,649.02 | $-0.14 | $-381.06 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 204.88 | $-0.98 | $-201.57 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0030 | 1.00 | $762.96 | $762.96 |
28387(04) | 0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0032 | 0.00 | $0.00 | $-5,308.74 |
28387(04) | 0143 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | -19.07 | $-1.12 | $21.44 |
28387(04) | 0143 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0030 | 1.00 | $166.98 | $166.98 |
28387(04) | 0255 | (SP)UNDERGROUND COMMUNICATION CABLE | * Missing Material Certification | 0015 | -9,050.00 | $1.28 | $-11,584.00 |
28387(04) | 0255 | (SP)UNDERGROUND COMMUNICATION CABLE | * Missing Material Certification | 0024 | 9,050.00 | $1.28 | $11,584.00 |
28387(04) | 8002 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0031 | 19,712.95 | $-0.39 | $-7,874.34 |
28387(04) | 8002 | UNCLASSIFIED BORROW | * Fuel Price Adjustment | 0031 | 1.00 | $7,874.34 | $7,874.34 |
28387(04) | 8009 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0031 | 15,712.95 | $-0.39 | $-6,276.54 |
28387(04) | 8009 | UNCLASSIFIED BORROW | * Fuel Price Adjustment | 0031 | 1.00 | $6,276.54 | $6,276.54 |
28387(04) | 8009 | UNCLASSIFIED BORROW | * Fuel Price Adjustment | 0032 | 0.00 | $0.00 | $1,633.80 |
28387(04) | 8009 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0032 | 4,000.00 | $-0.40 | $-1,633.80 | Subtotals For Line Item Adjustments | $-16,643.81 | * = 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 NON-PARTICIPATING | 01/15/2012 | 12/22/2012 | 342.00 DYS | $5,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110491 | Estimate Number: | 0032 | Primary JP: | 24041(05) | |||
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-155C(651)AG | Project: 24041(05) | Category: 0100/ROADWAY - STP-155C(651)AG | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 6,007.000 | 6,007.050 | 6,007.050 | $5.41 | $0.00 | $32,498.14 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 9,822.000 | 9,822.000 | 9,822.000 | $5.41 | $0.00 | $53,137.02 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,705.000 | 2,188.000 | 2,188.000 | $1.28 | $0.00 | $2,800.64 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 60.000 | 231.000 | 231.000 | $6.39 | $0.00 | $1,476.09 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 4 | 221(G) 0153 | CY | 6.700 | 4.000 | 4.000 | $103.31 | $0.00 | $413.24 | |
0008 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 112.000 | 0.000 | 0.000 | $136.32 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 9,984.000 | 14,658.120 | 14,658.120 | $1.07 | $0.00 | $15,684.18 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.000 | 0.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 4.200 | 2.200 | 2.200 | $106.50 | $0.00 | $234.31 | |
0012 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 27,902.000 | 27,900.970 | 27,900.970 | $4.00 | $0.00 | $111,603.88 | |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 300.000 | 867.900 | 867.900 | $21.66 | $0.00 | $18,798.71 | |
0014 | TACK COAT | 407(B) 0250 | GAL | 1,025.000 | 271.500 | 271.500 | $2.13 | $0.00 | $578.30 | |
0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,884.000 | 6,365.970 | 0.000 | 6,365.970 | $66.03 | $0.00 | $420,345.00 |
0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 387.000 | 501.290 | 501.290 | $85.20 | $0.00 | $42,709.91 | |
0017 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 25,428.000 | 25,865.530 | 25,865.530 | $12.00 | $0.00 | $310,386.36 | |
0018 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 7,123.000 | 7,184.580 | 7,184.580 | $89.00 | $0.00 | $639,427.62 | |
0019 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 20.000 | 62.690 | 62.690 | $25.09 | $0.00 | $1,572.89 | |
0020 | CLASS A CONCRETE | 509(B) 0321 | CY | 158.000 | 0.000 | 0.000 | $369.13 | $0.00 | $0.00 | |
0021 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 0.000 | 0.000 | $231.19 | $0.00 | $0.00 | |
0022 | REINFORCING STEEL | 511(A) 0332 | LB | 25,853.000 | 26,482.800 | 26,482.800 | $0.65 | $0.00 | $17,213.81 | |
0023 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 101.000 | 187.950 | 187.950 | $35.79 | $0.00 | $6,726.73 | |
0024 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 34.000 | 0.000 | 0.000 | $38.14 | $0.00 | $0.00 | |
0025 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 14,970.000 | 14,777.800 | 14,777.800 | $6.00 | $0.00 | $88,666.80 | |
0026 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 1,203.000 | 907.860 | 907.860 | $15.00 | $0.00 | $13,617.90 | |
0027 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 7,827.000 | 8,059.990 | 8,059.990 | $31.25 | $0.00 | $251,874.69 | |
0028 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 629.000 | 774.800 | 774.800 | $38.45 | $0.00 | $29,791.07 | |
0029 | 8" CONCRETE DRIVEWAY | 610(B) 5016 | SY | 1,407.000 | 1,260.890 | 1,260.890 | $45.21 | $0.00 | $57,004.84 | |
0030 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 34.000 | 31.450 | 31.450 | $45.07 | $0.00 | $1,417.45 | |
0031 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 440.000 | 392.000 | 392.000 | $4.94 | $0.00 | $1,936.48 | |
0032 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 11.000 | 11.000 | 11.000 | $1,942.64 | $0.00 | $21,369.04 | |
0033 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $2,434.79 | $0.00 | $4,869.58 | |
0034 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 10.000 | 10.000 | 10.000 | $5,407.21 | $0.00 | $54,072.10 | |
0035 | INLET CI DES. 3 (B) | 611(G) 5121 | EA | 2.000 | 2.000 | 2.000 | $5,741.24 | $0.00 | $11,482.48 | |
0036 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 3.000 | 3.000 | 3.000 | $6,327.12 | $0.00 | $18,981.36 | |
0037 | INLET CI DES. 3 (2B) | 611(G) 5123 | EA | 2.000 | 2.000 | 2.000 | $7,077.84 | $0.00 | $14,155.68 | |
0038 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 2.000 | 2.000 | 2.000 | $3,538.29 | $0.00 | $7,076.58 | |
0039 | JUNCTION BOXES | 611(L) 0487 | CF | 183.000 | 97.170 | 97.170 | $28.35 | $0.00 | $2,754.77 | |
0040 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 8.000 | 6.000 | 6.000 | $4,299.92 | $0.00 | $25,799.52 | |
0041 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 1.000 | 1.000 | 1.000 | $207.50 | $0.00 | $207.50 | |
0042 | FIRE HYDRANT RESET | 612(G) 0650 | EA | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0043 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,437.000 | 1,401.000 | 1,401.000 | $47.79 | $0.00 | $66,953.80 | |
0044 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 825.000 | 842.900 | 842.900 | $55.12 | $0.00 | $46,460.64 | |
0045 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 124.000 | 105.500 | 105.500 | $95.32 | $0.00 | $10,056.26 | |
0046 | 60" R.C.PIPE CLASS III | 613(A) 0498 | LF | 29.000 | 24.000 | 24.000 | $166.17 | $0.00 | $3,988.08 | |
0047 | 60" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5742 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0048 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,894.29 | $0.00 | $5,894.30 | |
0049 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 2,719.000 | 2,719.000 | 2,719.000 | $7.64 | $0.00 | $20,773.16 | |
0050 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 18,034.000 | 18,034.000 | 18,034.000 | $2.00 | $0.00 | $36,068.00 | |
0051 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,810.000 | 1,810.000 | 1,810.000 | $2.84 | $0.00 | $5,140.40 | |
0052 | PIPE RAILING | 622(A) 4746 | LF | 202.000 | 202.000 | 202.000 | $116.09 | $0.00 | $23,450.18 | |
0053 | REMOVE AND RECONSTRUCT FENCE | 625(B) 1252 | LF | 102.000 | 148.000 | 148.000 | $56.45 | $0.00 | $8,354.60 | |
0054 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 9.000 | 0.000 | 0.000 | $110.76 | $0.00 | $0.00 | |
0055 | (SP)STATIONARY BOLLARD | 631(A) 0200 | EA | 29.000 | 31.000 | 31.000 | $564.44 | $0.00 | $17,497.64 | |
8001 | CLASS AA CONCRETE | 509(A) 0319 | CY | 0.000 | 154.750 | 154.750 | $366.87 | $0.00 | $56,773.13 | |
8005 | (SP)STATIONARY BOLLARD | 631(A) 0200 | EA | 0.000 | 31.000 | 31.000 | $68.86 | $0.00 | $2,134.66 | |
8007 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $12,140.98 | $0.00 | $12,140.98 | |
8015 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $3,306.22 | $3,306.22 | $3,306.22 |
8017 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 3.180 | 3.180 | $687.49 | $0.00 | $2,186.22 | |
Subtotals For Category 0100/ROADWAY - STP-155C(651)AG | $3,306.22 | $2,703,862.94 | ||||||||
Fed/State Project Number: STP-155C(651)AG | Project: 24041(05) | Category: 0300/TRAFFIC SIGNING & STRIPING - STP-155C(651)AG | ||||||||
0056 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 5.000 | 0.000 | 0.000 | $266.25 | $0.00 | $0.00 | |
0057 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 151.000 | 138.540 | 138.540 | $17.04 | $0.00 | $2,360.72 | |
0058 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 475.000 | 248.800 | 248.800 | $6.39 | $0.00 | $1,589.83 | |
0059 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 14,014.000 | 12,931.000 | 12,931.000 | $0.75 | $0.00 | $9,698.25 | |
0060 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 183.000 | 133.000 | 133.000 | $2.13 | $0.00 | $283.29 | |
0061 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 509.000 | 409.000 | 409.000 | $5.33 | $0.00 | $2,179.97 | |
0062 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 19.000 | 24.000 | 24.000 | $133.13 | $0.00 | $3,195.12 | |
0063 | TRAFFIC STRIPE(MULTI-POLY.)(WORDS) | 856(B) 8880 | EA | 9.000 | 4.000 | 4.000 | $213.00 | $0.00 | $852.00 | |
8014 | PAVEMENT MRKNG.REMOVAL(TRAF.STRP) | 857(F) 8006 | LF | 0.000 | 7,190.000 | 7,190.000 | $0.53 | $0.00 | $3,810.70 | |
Subtotals For Category 0300/TRAFFIC SIGNING & STRIPING - STP-155C(651)AG | $0.00 | $23,969.88 | ||||||||
Fed/State Project Number: STP-155C(651)AG | Project: 24041(05) | Category: 0310/TRAFFIC SIGNAL - STP-155C(651)AG | ||||||||
0064 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 80.000 | 80.000 | 80.000 | $5.33 | $0.00 | $426.40 | |
0065 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 305.000 | 305.000 | 305.000 | $18.11 | $0.00 | $5,523.55 | |
0066 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 60.000 | 60.000 | 60.000 | $6.39 | $0.00 | $383.40 | |
0067 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 3.000 | 3.000 | 3.000 | $319.50 | $0.00 | $958.50 | |
0068 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 0.000 | 0.000 | $340.80 | $0.00 | $0.00 | |
0069 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.500 | 9.500 | 9.500 | $521.85 | $0.00 | $4,957.58 | |
0070 | REINFORCING STEEL | 804(B) 2916 | LB | 1,417.000 | 1,417.000 | 1,417.000 | $1.38 | $0.00 | $1,955.46 | |
0071 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $2,843.55 | $0.00 | $2,843.55 | |
0072 | 32'MH POLE 35'TS & 8'LMA(G.STL.) | 806(A) 8307 | EA | 1.000 | 1.000 | 1.000 | $11,287.94 | $0.00 | $11,287.94 | |
0073 | 32'MH POLE 50'TS & 8'LMA(G.STL.) | 806(A) 8310 | EA | 1.000 | 1.000 | 1.000 | $17,636.40 | $0.00 | $17,636.40 | |
0074 | 32'MH POLE,55'TS & 10'LMA(G.STL.) | 806(A) 8353 | EA | 1.000 | 1.000 | 1.000 | $18,392.55 | $0.00 | $18,392.55 | |
0075 | 12' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8896 | EA | 1.000 | 1.000 | 1.000 | $641.13 | $0.00 | $641.13 | |
0076 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 3.000 | $1,448.40 | $0.00 | $4,345.20 | |
0077 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $788.10 | $0.00 | $788.10 | |
0078 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,410.000 | 1,410.000 | 1,410.000 | $0.85 | $0.00 | $1,198.50 | |
0079 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $1,065.00 | $0.00 | $1,065.00 | |
0080 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $53,250.00 | $0.00 | $53,250.00 | |
0081 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 6.000 | 6.000 | 6.000 | $415.35 | $0.00 | $2,492.10 | |
0082 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 7.000 | 7.000 | 7.000 | $489.90 | $0.00 | $3,429.30 | |
0083 | 1WAY 4SEC. ADJ. SIG. HD. S-16 | 831 8274 | EA | 2.000 | 2.000 | 2.000 | $660.30 | $0.00 | $1,320.60 | |
0084 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 6.000 | 6.000 | 6.000 | $457.95 | $0.00 | $2,747.70 | |
0085 | BACKPLATE | 833 3030 | EA | 9.000 | 9.000 | 9.000 | $69.23 | $0.00 | $623.07 | |
0086 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 1,080.000 | 1,080.000 | 1,080.000 | $1.17 | $0.00 | $1,263.60 | |
0087 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 290.000 | 290.000 | 290.000 | $1.38 | $0.00 | $400.20 | |
0088 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 505.000 | 505.000 | 505.000 | $3.62 | $0.00 | $1,828.10 | |
0089 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 30.000 | 30.000 | 30.000 | $0.53 | $0.00 | $15.90 | |
0090 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 2.000 | 2.000 | 2.000 | $681.60 | $0.00 | $1,363.20 | |
0091 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 790.000 | 790.000 | 790.000 | $1.07 | $0.00 | $845.30 | |
0092 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 1.000 | 1.000 | 1.000 | $2,343.00 | $0.00 | $2,343.00 | |
0093 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 35.500 | 35.500 | 35.500 | $29.82 | $0.00 | $1,058.61 | |
8011 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 0.000 | 208.000 | 208.000 | $12.00 | $0.00 | $2,496.00 | |
8012 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 0.000 | 280.120 | 280.120 | $4.00 | $0.00 | $1,120.48 | |
8013 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 0.000 | 208.000 | 208.000 | $1.10 | $0.00 | $228.80 | |
Subtotals For Category 0310/TRAFFIC SIGNAL - STP-155C(651)AG | $0.00 | $149,229.22 | ||||||||
Fed/State Project Number: STP-155C(651)AG | Project: 24041(05) | Category: 0320/TRAFFIC LIGHTING - STP-155C(651)AG | ||||||||
0094 | 2" HIGH DENSITY PE PIPE - BORED | 802(C) 8552 | LF | 264.000 | 275.000 | 275.000 | $14.91 | $0.00 | $4,100.25 | |
0095 | 3" HIGH DENSITY PE PIPE - BORED | 802(C) 8553 | LF | 170.000 | 320.000 | 320.000 | $22.37 | $0.00 | $7,158.40 | |
0096 | 2" HIGH DENSITY PE PIPE - TRENCHED | 802(C) 8557 | LF | 6,070.000 | 5,556.000 | 5,556.000 | $4.26 | $0.00 | $23,668.56 | |
0097 | 3" HIGH DENSITY PE PIPE - TRENCHED | 802(C) 8558 | LF | 4,946.000 | 4,937.000 | 4,937.000 | $10.33 | $0.00 | $50,999.21 | |
0098 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 19.000 | 13.000 | 13.000 | $276.90 | $0.00 | $3,599.70 | |
0099 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 10.000 | 0.000 | 0.000 | $308.85 | $0.00 | $0.00 | |
0100 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 22.000 | 22.040 | 22.040 | $489.90 | $0.00 | $10,797.40 | |
0101 | REINFORCING STEEL | 804(B) 2916 | LB | 1,270.000 | 1,269.200 | 1,269.200 | $1.33 | $0.00 | $1,688.04 | |
0102 | ENHANCEMENT LIGHTING (COMPLETE) | 809 8090 | EA | 38.000 | 38.000 | 38.000 | $5,333.52 | $0.00 | $202,673.76 | |
0103 | ENHANCEMENT LIGHTING (COMPLETE) | 809 8091 | LSUM | 1.000 | 1.000 | 1.000 | $5,303.70 | $0.00 | $5,303.70 | |
0104 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 56.000 | 56.000 | 56.000 | $1,278.00 | $0.00 | $71,568.00 | |
0105 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $4,217.40 | $0.00 | $8,434.80 | |
0106 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 13,160.000 | 11,584.000 | 11,584.000 | $0.83 | $0.00 | $9,614.72 | |
0107 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 5,600.000 | 4,648.000 | 4,648.000 | $0.64 | $0.00 | $2,974.72 | |
0108 | (SP)UNDERGROUND COMMUNICATION CABLE | 834(C) 8358 | LF | 5,380.000 | 5,323.000 | 5,323.000 | $1.28 | $0.00 | $6,813.44 | |
8003 | GROUND BOX (GB36) | 803(B) 8085 | EA | 0.000 | 14.000 | 14.000 | $1,256.76 | $0.00 | $17,594.64 | |
Subtotals For Category 0320/TRAFFIC LIGHTING - STP-155C(651)AG | $0.00 | $426,989.34 | ||||||||
Fed/State Project Number: STP-155C(651)AG | Project: 24041(05) | Category: 0640/CONSTRUCTION | ||||||||
0109 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $1,047.34 | $0.00 | $1,047.35 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,047.35 | ||||||||
Fed/State Project Number: STP-155C(651)AG | Project: 24041(05) | Category: 0800/STREETSCAPE - STP-155C(651)AG | ||||||||
0110 | UNCLASSIFIED BORROW (TOPSOIL) | 202(D) 4781 | CY | 840.000 | 906.890 | 906.890 | $40.60 | $0.00 | $36,819.73 | |
0111 | SELECT BORROW | 202(E) 0186 | CY | 1,974.000 | 1,726.590 | 1,726.590 | $45.80 | $0.00 | $79,077.82 | |
0112 | SOLID SLAB SODDING | 230(A) 2806 | SY | 2,725.000 | 2,526.080 | 2,526.080 | $2.34 | $0.00 | $5,911.02 | |
0113 | TREES | 231(A) 4567 | EA | 65.000 | 65.000 | 65.000 | $456.89 | $0.00 | $29,697.85 | |
0114 | SHRUBS | 231(B) 4568 | EA | 333.000 | 333.000 | 333.000 | $58.58 | $0.00 | $19,507.14 | |
0115 | VINES/GRND COVERS | 231(C) 4569 | EA | 463.000 | 463.000 | 463.000 | $34.08 | $0.00 | $15,779.04 | |
0116 | (PL) LANDSCAPING | 231(E) 4625 | LSUM | 1.000 | 1.000 | 1.000 | $16,779.08 | $0.00 | $16,779.08 | |
0117 | 8" CONCRETE DIVIDING STRIP | 610(C) 0610 | SY | 25.000 | 22.580 | 22.580 | $59.19 | $0.00 | $1,336.51 | |
0118 | DECORATIVE MEDIAN CONCRETE | 610(C) 5824 | SY | 413.000 | 416.610 | 416.610 | $59.13 | $0.00 | $24,634.14 | |
0119 | (PL) IRRIGATION SYSTEM | 616 5010 | LSUM | 1.000 | 1.000 | 1.000 | $27,801.83 | $0.00 | $27,801.84 | |
0120 | 1 1/2" COPPER WATER SERVICE PIPE | 616(C) 0871 | LF | 30.000 | 24.000 | 24.000 | $85.20 | $0.00 | $2,044.80 | |
0121 | METER INSTALLATION 1" | 616(F) 5208 | EA | 3.000 | 3.000 | 3.000 | $1,597.50 | $0.00 | $4,792.50 | |
0122 | SERVICE CONNECTION (SHORT) | 616(N) 0090 | EA | 3.000 | 3.000 | 3.000 | $1,065.00 | $0.00 | $3,195.00 | |
0123 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 492.000 | 785.000 | 785.000 | $19.17 | $0.00 | $15,048.45 | |
Subtotals For Category 0800/STREETSCAPE - STP-155C(651)AG | $0.00 | $282,424.92 | ||||||||
Fed/State Project Number: STP-155C(651)AG | Project: 24041(05) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
Subtotals For Project STP-155C(651)AG /24041(05) | $3,306.22 | $3,587,523.65 |
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-155C(852)AG | Project: 28387(04) | Category: 0100/ROADWAY - STP-155C(852)AG | ||||||||
0124 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0125 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 67,010.000 | 93,063.050 | 93,063.050 | $5.41 | $0.00 | $503,471.10 | |
0126 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
0127 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 21,336.000 | 13,415.000 | 13,415.000 | $1.28 | $0.00 | $17,171.20 | |
0128 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 104.000 | 0.000 | 0.000 | $53.25 | $0.00 | $0.00 | |
0129 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 307.000 | 287.000 | 287.000 | $6.39 | $0.00 | $1,833.93 | |
0130 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 21.000 | 28.000 | 28.000 | $103.31 | $0.00 | $2,892.68 | |
0131 | TEMPORARY ROCK FILTER DAM TYPE 4 | 221(G) 0153 | CY | 26.000 | 0.000 | 0.000 | $103.31 | $0.00 | $0.00 | |
0132 | DITCH LINER PROTECTION | 229 4318 | LF | 195.000 | 170.000 | 170.000 | $1.60 | $0.00 | $272.00 | |
0133 | SOLID SLAB SODDING | 230(A) 2806 | SY | 64,302.000 | 67,507.410 | 67,507.410 | $1.07 | $0.00 | $72,232.93 | |
0134 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 13.000 | 0.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0135 | MOWING | 241 2832 | AC | 26.000 | 9.980 | 9.980 | $106.50 | $0.00 | $1,062.87 | |
0136 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 92,040.000 | 89,788.740 | 89,788.740 | $4.00 | $0.00 | $359,154.96 | |
0137 | SEPARATOR FABRIC | 325 5271 | SY | 3,277.000 | 2,774.570 | 2,774.570 | $2.35 | $0.00 | $6,520.24 | |
0138 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,314.000 | 4,871.130 | 4,871.130 | $21.66 | $0.00 | $105,508.67 | |
0139 | TACK COAT | 407(B) 0250 | GAL | 3,052.000 | 551.000 | 551.000 | $2.13 | $0.00 | $1,173.63 | |
0140 | SUPERPAVE, TYPE S2(PG 64-22 OK) | 411(A) 5930 | TON | 724.000 | 470.680 | 470.680 | $69.23 | $0.00 | $32,585.18 | |
0141 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 599.000 | 498.390 | 498.390 | $90.53 | $0.00 | $45,119.24 | |
0142 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 21,780.000 | 22,952.350 | 0.000 | 22,952.350 | $63.90 | $0.00 | $1,466,655.16 |
0143 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 302.000 | 359.150 | 359.150 | $106.50 | $0.00 | $38,249.47 | |
0144 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 80,945.000 | 79,525.990 | 79,525.990 | $12.00 | $0.00 | $954,311.88 | |
0145 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 22,485.000 | 22,089.670 | 22,089.670 | $89.00 | $0.00 | $1,965,980.63 | |
0146 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 63.000 | 59.510 | 59.510 | $25.09 | $0.00 | $1,493.10 | |
0147 | CLASS AA CONCRETE | 509(A) 0319 | CY | 199.000 | 195.520 | 195.520 | $366.87 | $0.00 | $71,730.43 | |
0148 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 55.000 | 56.370 | 56.370 | $687.49 | $0.00 | $38,753.81 | |
0149 | CLASS C CONCRETE | 509(D) 0325 | CY | 21.000 | 11.990 | 11.990 | $231.19 | $0.00 | $2,771.97 | |
0150 | RETAINING WALL | 510(A) 6333 | SY | 48.000 | 46.670 | 46.670 | $307.14 | $0.00 | $14,334.22 | |
0151 | REINFORCING STEEL | 511(A) 0332 | LB | 28,699.000 | 28,698.200 | 28,698.200 | $0.65 | $0.00 | $18,653.83 | |
0152 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 142.000 | 727.630 | 727.630 | $35.79 | $0.00 | $26,041.87 | |
0153 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 38.000 | 24.010 | 24.010 | $38.14 | $0.00 | $915.74 | |
0154 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 35,996.000 | 37,855.600 | 37,855.600 | $6.00 | $0.00 | $227,133.60 | |
0155 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 411.000 | 413.400 | 413.400 | $15.00 | $0.00 | $6,201.00 | |
0156 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 20,122.000 | 19,543.980 | 19,543.980 | $35.27 | $0.00 | $689,316.18 | |
0157 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 3,107.000 | 3,285.250 | 3,285.250 | $38.45 | $0.00 | $126,317.86 | |
0158 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 8,581.000 | 8,352.010 | 8,352.010 | $45.07 | $0.00 | $376,425.09 | |
0159 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 1,454.000 | 1,001.200 | 1,001.200 | $4.94 | $0.00 | $4,945.93 | |
0160 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 18.000 | 18.000 | 18.000 | $1,942.64 | $0.00 | $34,967.52 | |
0161 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 12.000 | 12.000 | 12.000 | $2,434.79 | $0.00 | $29,217.48 | |
0162 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 2.000 | 2.000 | 2.000 | $3,308.46 | $0.00 | $6,616.92 | |
0163 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 13.000 | 13.000 | 13.000 | $3,785.04 | $0.00 | $49,205.52 | |
0164 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 17.000 | 17.000 | 17.000 | $4,232.09 | $0.00 | $71,945.53 | |
0165 | INLET CI DES. 2 (C) | 611(G) 5114 | EA | 5.000 | 5.000 | 5.000 | $4,522.95 | $0.00 | $22,614.75 | |
0166 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 13.000 | 13.000 | 13.000 | $4,620.30 | $0.00 | $60,063.90 | |
0167 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 4.000 | 4.000 | 4.000 | $5,025.72 | $0.00 | $20,102.88 | |
0168 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 8.000 | 8.000 | 8.000 | $5,407.21 | $0.00 | $43,257.68 | |
0169 | INLET CI DES. 3 (B) | 611(G) 5121 | EA | 10.000 | 10.000 | 10.000 | $5,741.24 | $0.00 | $57,412.40 | |
0170 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 11.000 | 11.000 | 11.000 | $6,327.12 | $0.00 | $69,598.32 | |
0171 | INLET CI DES. 3 (2B) | 611(G) 5123 | EA | 1.000 | 1.000 | 1.000 | $7,077.84 | $0.00 | $7,077.84 | |
0172 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 3.000 | 3.000 | 3.000 | $8,257.87 | $0.00 | $24,773.61 | |
0173 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 5.000 | 6.000 | 6.000 | $3,538.29 | $0.00 | $21,229.74 | |
0174 | INLET (SMD-TYPE 2B) | 611(G) 6006 | EA | 4.000 | 4.000 | 4.000 | $4,191.28 | $0.00 | $16,765.12 | |
0175 | JUNCTION BOXES | 611(L) 0487 | CF | 2,157.000 | 2,183.880 | 2,183.880 | $28.35 | $0.00 | $61,913.00 | |
0176 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 3,324.000 | 3,374.000 | 3,374.000 | $47.79 | $0.00 | $161,243.46 | |
0177 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 4,104.000 | 4,089.500 | 4,089.500 | $55.12 | $0.00 | $225,413.24 | |
0178 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 1,698.000 | 1,691.500 | 1,691.500 | $78.68 | $0.00 | $133,087.22 | |
0179 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 1,594.000 | 1,596.500 | 1,596.500 | $95.32 | $0.00 | $152,178.38 | |
0180 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 1,362.000 | 1,363.500 | 1,363.500 | $114.17 | $0.00 | $155,670.80 | |
0181 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 476.000 | 473.800 | 473.800 | $150.14 | $0.00 | $71,136.33 | |
0182 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(A) 4500 | LF | 422.000 | 450.000 | 450.000 | $180.68 | $0.00 | $81,306.00 | |
0183 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 66.000 | 0.000 | 0.000 | $30.73 | $0.00 | $0.00 | |
0184 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 66.000 | 0.000 | 0.000 | $34.56 | $0.00 | $0.00 | |
0185 | 48" CORR. GALV. STEEL PIPE | 613(B) 0694 | LF | 50.000 | 0.000 | 0.000 | $57.53 | $0.00 | $0.00 | |
0186 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 175.000 | 120.000 | 120.000 | $31.19 | $0.00 | $3,742.80 | |
0187 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 720.000 | 0.000 | 0.000 | $8.51 | $0.00 | $0.00 | |
0188 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 240.000 | 170.000 | 170.000 | $8.51 | $0.00 | $1,446.70 | |
0189 | 58" X 36" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4546 | EA | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
0190 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 220.000 | 0.000 | 0.000 | $22.06 | $0.00 | $0.00 | |
0191 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,894.29 | $0.00 | $5,894.30 | |
0192 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 4,216.000 | 4,216.000 | 4,216.000 | $3.59 | $0.00 | $15,135.44 | |
0193 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 65,069.000 | 65,069.000 | 65,069.000 | $2.00 | $0.00 | $130,138.00 | |
0194 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 3,223.000 | 3,223.000 | 3,223.000 | $3.77 | $0.00 | $12,150.71 | |
0195 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,870.000 | 1,870.000 | 1,870.000 | $2.84 | $0.00 | $5,310.80 | |
0196 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,800.000 | 1,927.200 | 1,927.200 | $3.61 | $0.00 | $6,957.19 | |
0197 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 200.000 | 200.000 | 200.000 | $19.17 | $0.00 | $3,834.00 | |
0198 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,236.50 | $0.00 | $4,473.00 | |
0199 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(E) 4292 | LF | 237.000 | 229.000 | 229.000 | $37.28 | $0.00 | $8,537.12 | |
0200 | GATES-STYLE CLF (6'HIGH X 12'LONG) | 624(F) 5960 | EA | 2.000 | 2.000 | 2.000 | $633.68 | $0.00 | $1,267.36 | |
0201 | GATES-STYLE CLF (6'HIGH X 14'LONG) | 624(F) 5962 | EA | 2.000 | 0.000 | 0.000 | $660.30 | $0.00 | $0.00 | |
0202 | GATES-STYLE CLF (6'HIGH X 16'LONG) | 624(F) 5964 | EA | 2.000 | 2.000 | 2.000 | $686.93 | $0.00 | $1,373.86 | |
0203 | (SP)STATIONARY BOLLARD | 631(A) 0200 | EA | 66.000 | 64.000 | 64.000 | $564.44 | $0.00 | $36,124.16 | |
0204 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 7.000 | 0.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
8002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 19,712.950 | 19,712.950 | $5.41 | $0.00 | $106,647.06 | |
8006 | (SP)STATIONARY BOLLARD | 631(A) 0200 | EA | 0.000 | 64.000 | 64.000 | $68.86 | $0.00 | $4,407.04 | |
8008 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $28,528.35 | $0.00 | $28,528.35 | |
8009 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 19,712.950 | 4,000.000 | 19,712.950 | $3.17 | $12,680.00 | $62,490.05 |
8016 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $5,308.74 | $5,308.74 | $5,308.74 |
Subtotals For Category 0100/ROADWAY - STP-155C(852)AG | $17,988.74 | $9,336,794.72 | ||||||||
Fed/State Project Number: STP-155C(852)AG | Project: 28387(04) | Category: 0300/TRAFFIC CONTROL - STP-155C(852)AG | ||||||||
0205 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 500.000 | 0.000 | 0.000 | $37.81 | $0.00 | $0.00 | |
0206 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 500.000 | 2,010.000 | 2,010.000 | $28.00 | $0.00 | $56,280.00 | |
0207 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,000.000 | 1,020.000 | 1,020.000 | $2.59 | $0.00 | $2,641.80 | |
0208 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $103,892.67 | $0.00 | $103,892.66 | |
Subtotals For Category 0300/TRAFFIC CONTROL - STP-155C(852)AG | $0.00 | $162,814.46 | ||||||||
Fed/State Project Number: STP-155C(852)AG | Project: 28387(04) | Category: 0301/SIGNING & STRIPING - STP-155C(852)AG | ||||||||
0209 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 2.000 | 2.000 | 2.000 | $266.25 | $0.00 | $532.50 | |
0210 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 419.750 | 431.550 | 431.550 | $17.04 | $0.00 | $7,353.61 | |
0211 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 704.000 | 667.450 | 667.450 | $6.39 | $0.00 | $4,265.01 | |
0212 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 117.000 | 116.700 | 116.700 | $10.65 | $0.00 | $1,242.86 | |
0213 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 33,892.000 | 36,699.000 | 36,699.000 | $0.75 | $0.00 | $27,524.25 | |
0214 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 817.000 | 1,331.000 | 1,331.000 | $2.13 | $0.00 | $2,835.03 | |
0215 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,151.000 | 0.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
0216 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 2,453.000 | 2,424.500 | 2,424.500 | $5.33 | $0.00 | $12,922.59 | |
0217 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 122.000 | 124.000 | 124.000 | $133.13 | $0.00 | $16,508.12 | |
0218 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 2,500.000 | 17,562.000 | 17,562.000 | $0.53 | $0.00 | $9,307.86 | |
0219 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 2.000 | 2.000 | 2.000 | $319.50 | $0.00 | $639.00 | |
Subtotals For Category 0301/SIGNING & STRIPING - STP-155C(852)AG | $0.00 | $83,130.83 | ||||||||
Fed/State Project Number: STP-155C(852)AG | Project: 28387(04) | Category: 0302/TRAFFIC SIGNALS - STP-155C(852)AG | ||||||||
0220 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 515.000 | 515.000 | 515.000 | $4.26 | $0.00 | $2,193.90 | |
0221 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 1,035.000 | 1,035.000 | 1,035.000 | $15.98 | $0.00 | $16,539.30 | |
0222 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 240.000 | 240.000 | 240.000 | $6.39 | $0.00 | $1,533.60 | |
0223 | 3" HIGH DENSITY PE PIPE - BORED | 802(C) 8553 | LF | 2,030.000 | 2,030.000 | 2,030.000 | $22.37 | $0.00 | $45,411.10 | |
0224 | 3" HIGH DENSITY PE PIPE - TRENCHED | 802(C) 8558 | LF | 8,210.000 | 8,210.000 | 8,210.000 | $8.79 | $0.00 | $72,165.91 | |
0225 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 9.000 | 9.000 | 9.000 | $287.55 | $0.00 | $2,587.95 | |
0226 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 48.000 | 0.000 | 0.000 | $298.20 | $0.00 | $0.00 | |
0227 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 35.500 | 35.500 | 35.500 | $521.85 | $0.00 | $18,525.69 | |
0228 | REINFORCING STEEL | 804(B) 2916 | LB | 5,146.200 | 5,146.200 | 5,146.200 | $1.33 | $0.00 | $6,844.44 | |
0229 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $2,918.10 | $0.00 | $2,918.10 | |
0230 | 32'MH POLE 25'TS & 8'LMA(G.STL.) | 806(A) 8286 | EA | 1.000 | 1.000 | 1.000 | $9,509.39 | $0.00 | $9,509.39 | |
0231 | 32'MH POLE 20'TS & 8'LMA(G.STL.) | 806(A) 8287 | EA | 1.000 | 1.000 | 1.000 | $8,742.59 | $0.00 | $8,742.59 | |
0232 | 32'MH POLE 40'TS & 8'LMA(G.STL.) | 806(A) 8308 | EA | 4.000 | 4.000 | 4.000 | $12,368.91 | $0.00 | $49,475.64 | |
0233 | 32'MH POLE,55'TS & 10'LMA(G.STL.) | 806(A) 8353 | EA | 5.000 | 5.000 | 5.000 | $19,374.48 | $0.00 | $96,872.40 | |
0234 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 7.000 | 6.000 | 6.000 | $628.35 | $0.00 | $3,770.10 | |
0235 | 12' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8896 | EA | 1.000 | 2.000 | 2.000 | $641.13 | $0.00 | $1,282.26 | |
0236 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 11.000 | 11.000 | 11.000 | $1,288.65 | $0.00 | $14,175.15 | |
0237 | SERVICE POLE | 810(A) 3118 | EA | 3.000 | 3.000 | 3.000 | $809.40 | $0.00 | $2,428.20 | |
0238 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 600.000 | 600.000 | 600.000 | $0.91 | $0.00 | $546.00 | |
0239 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 5,515.000 | 5,515.000 | 5,515.000 | $0.80 | $0.00 | $4,412.00 | |
0240 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $27,743.25 | $0.00 | $83,229.75 | |
0241 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $188,428.75 | $0.00 | $188,428.75 | |
0242 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 20.000 | 20.000 | 20.000 | $371.69 | $0.00 | $7,433.80 | |
0243 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 20.000 | 19.000 | 19.000 | $489.90 | $0.00 | $9,308.10 | |
0244 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 8.000 | 8.000 | 8.000 | $479.25 | $0.00 | $3,834.00 | |
0245 | 1WAY 4SEC. ADJ. SIG. HD. S-16 | 831 8274 | EA | 3.000 | 3.000 | 3.000 | $660.30 | $0.00 | $1,980.90 | |
0246 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 7.000 | 9.000 | 9.000 | $974.48 | $0.00 | $8,770.32 | |
0247 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 20.000 | 20.000 | 20.000 | $452.63 | $0.00 | $9,052.60 | |
0248 | BACKPLATE | 833 3030 | EA | 38.000 | 39.000 | 39.000 | $73.49 | $0.00 | $2,866.11 | |
0249 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 6,865.000 | 6,865.000 | 6,865.000 | $1.17 | $0.00 | $8,032.05 | |
0250 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 925.000 | 925.000 | 925.000 | $1.38 | $0.00 | $1,276.50 | |
0251 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 440.000 | 440.000 | 440.000 | $2.34 | $0.00 | $1,029.60 | |
0252 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 940.000 | 940.000 | 940.000 | $2.77 | $0.00 | $2,603.80 | |
0253 | 15/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8211 | LF | 980.000 | 980.000 | 980.000 | $3.14 | $0.00 | $3,077.20 | |
0254 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 100.000 | 100.000 | 100.000 | $0.53 | $0.00 | $53.00 | |
0255 | (SP)UNDERGROUND COMMUNICATION CABLE | 834(C) 8358 | LF | 9,050.000 | 9,178.000 | 9,178.000 | $1.28 | $0.00 | $11,747.84 | |
0256 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 11.000 | 11.000 | 11.000 | $681.60 | $0.00 | $7,497.60 | |
0257 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 3,075.000 | 3,075.000 | 3,075.000 | $1.07 | $0.00 | $3,290.25 | |
0258 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 3.000 | 3.000 | 3.000 | $2,343.00 | $0.00 | $7,029.00 | |
0259 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 293.500 | 293.500 | 293.500 | $29.82 | $0.00 | $8,752.17 | |
0260 | (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 880(N) 0100 | LSUM | 1.000 | 1.000 | 1.000 | $29,287.50 | $0.00 | $29,287.50 | |
8004 | GROUND BOX (GB36) | 803(B) 8085 | EA | 0.000 | 40.000 | 40.000 | $1,256.76 | $0.00 | $50,270.40 | |
Subtotals For Category 0302/TRAFFIC SIGNALS - STP-155C(852)AG | $0.00 | $808,784.96 | ||||||||
Fed/State Project Number: STP-155C(852)AG | Project: 28387(04) | Category: 0306/LIGHTING - STP-155C(852)AG | ||||||||
0261 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 1,630.000 | 1,630.000 | 1,630.000 | $12.78 | $0.00 | $20,831.40 | |
0262 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 9,810.000 | 9,810.000 | 9,810.000 | $4.26 | $0.00 | $41,790.60 | |
0263 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 12.000 | 12.000 | 12.000 | $287.55 | $0.00 | $3,450.60 | |
0264 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 48.720 | 48.720 | 48.720 | $479.25 | $0.00 | $23,349.06 | |
0265 | REINFORCING STEEL | 804(B) 2916 | LB | 2,805.600 | 2,805.600 | 2,805.600 | $1.33 | $0.00 | $3,731.45 | |
0266 | 30' MTG & HLMA (SPECIAL) | 806(C) 8270 | EA | 84.000 | 84.000 | 84.000 | $4,116.23 | $0.00 | $345,763.32 | |
0267 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 84.000 | 84.000 | 84.000 | $685.86 | $0.00 | $57,612.24 | |
0268 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 140.000 | 140.000 | 140.000 | $1,278.00 | $0.00 | $178,920.00 | |
0269 | SERVICE POLE | 810(A) 3118 | EA | 3.000 | 3.000 | 3.000 | $4,217.40 | $0.00 | $12,652.20 | |
0270 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 24,100.000 | 24,100.000 | 24,100.000 | $1.81 | $0.00 | $43,621.00 | |
0271 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 12,600.000 | 12,600.000 | 12,600.000 | $0.64 | $0.00 | $8,064.00 | |
Subtotals For Category 0306/LIGHTING - STP-155C(852)AG | $0.00 | $739,785.87 | ||||||||
Fed/State Project Number: STP-155C(852)AG | Project: 28387(04) | Category: 0600/STAKING - STP-155C(852)AG | ||||||||
0272 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $124,301.39 | $0.00 | $124,301.40 | |
Subtotals For Category 0600/STAKING - STP-155C(852)AG | $0.00 | $124,301.40 | ||||||||
Fed/State Project Number: STP-155C(852)AG | Project: 28387(04) | Category: 0640/CONSTRUCTION - STP-155C(852)AG | ||||||||
0273 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $1,047.34 | $0.00 | $1,047.35 | |
0274 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $9,372.00 | $0.00 | $9,372.00 | |
0275 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $395,000.00 | $0.00 | $395,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STP-155C(852)AG | $0.00 | $405,419.35 | ||||||||
Fed/State Project Number: STP-155C(852)AG | Project: 28387(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8010 | (SP)STATIONARY BOLLARD | 631(A) 0200 | EA | 0.000 | 10.000 | 10.000 | $396.36 | $0.00 | $3,963.60 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $3,963.60 | ||||||||
Subtotals For Project STP-155C(852)AG /28387(04) | $17,988.74 | $11,664,995.19 |