Contract ID: | 180233 | Estimate Number: | 0033 , Final | Spec Year: | 2009 | |||
Primary JP: | 29460(04) | Residency: | CEC // INFRASTRUCTURE SOLUTIONS (03003) | Contract No: | 400422 | |||
Date Created: | 08/04/2021 | Contractor FEI: | 461917928A | Account No: | 400300 |
Project Number(s): | STP-167C(150)PM, STP-267C(071)SS | ||||||||
Contract Description: | BRIDGE AND APPROACHES SH-99A: OVER SAND CREEK AND TURKEY CREEK, 2.0 MI AND 13.1 MI WEST OF THE SH-56 JUNCTION, NEAR CROMWELL AND LITTLE. PROJECT LENGTH = 0.700 MILE | ||||||||
Primary County: | SEMINOLE | ||||||||
Name of Road: | SH-99A | ||||||||
Prime Contractor: | FRONTIER BRIDGE, INC. / BRIDGECO CONTRACTORS, INC. | Time Charged: | 246.00 | ||||||
7820 N.W. EXPRESSWAY | Time Allowed: | 246.00 | |||||||
OKARCHE , OK 73762 | Percent Time: | 100.00 % |
Paid To Date: | $4,511,877.17 | Payable This Statement: | $0.00 |
CONTRACTOR AFFIDAVIT |
STATE OF ___________________ | ) | |
) § | ||
COUNTY OF __________________ | ) |
The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
Further affiant sayeth not. |
FRONTIER BRIDGE, INC. / BRIDGECO CONTRACTORS, 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: | 180233 | Estimate Number: | 0033 | Contract No: | 400422 | |||
Residency: | CEC // INFRASTRUCTURE SOLUTIONS (03003) | Estimate Type: | Final | Account No: | 400300 | |||
Project Number(s): | STP-167C(150)PM, STP-267C(071)SS | ||||||||||||
Primary Job Piece No: | 29460(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-99A: OVER SAND CREEK AND TURKEY CREEK, 2.0 MI AND 13.1 MI WEST OF THE SH-56 JUNCTION, NEAR CROMWELL AND LITTLE. PROJECT LENGTH = 0.700 MILE | ||||||||||||
Primary County: | SEMINOLE | ||||||||||||
Name of Road: | SH-99A | ||||||||||||
Prime Contractor: | FRONTIER BRIDGE, INC. / BRIDGECO CONTRACTORS, INC. | ||||||||||||
7820 N.W. EXPRESSWAY | |||||||||||||
OKARCHE , OK 73762 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 05/17/2018 | NTP Effective Date: | 10/01/2018 | Pay Period: | 06/01/2021 TO 06/10/2021 |
Date Awarded: | 06/04/2018 | Date Work Began: | 11/05/2018 | Original Contract Time: | 240 |
Date Contract Executed: | 06/13/2018 | Date Time Stopped: | 08/10/2020 | Current Time Charged: | 246.00 |
Date NTP Issued: | 06/18/2018 | Completion Date: | 08/10/2020 | Current Time Allowed: | 246.00 |
General Liability Expires: | 09/01/2021 | Workman's Comp Expires: | 09/01/2021 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | ||||
Bid Amount: | $4,508,696.39 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $4,592,676.80 | Participating: | $4,491,604.64 | $4,491,604.64 | $0.00 | ||
Percent Complete: | 98.24 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $80,799.63 | Total Earnings: | $4,491,604.64 | $4,491,604.64 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $4,491,604.64 | $4,491,604.64 | $0.00 | ||||
Other Adjustments: | $775,272.53 | $775,272.53 | $0.00 | ||||
Liq Dam/Disincentive: | $-755,000.00 | $-755,000.00 | $0.00 | ||||
TOTAL: | $4,511,877.17 | $4,511,877.17 | $0.00 |
Contract ID: | 180233 | Estimate Number: | 0033 | Primary JP: | 29460(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change the NTPD Effective Date | Approved | 10/05/2018 | 0.0 | $0.00 |
002 | Adds four new pay items | Approved | 03/09/2019 | 0.0 | $45,577.16 |
003 | To provide one new pay item to the contract. | Approved | 05/10/2019 | 3.0 | $18,556.38 |
004 | To add two new pay items to the contract | Approved | 07/02/2019 | 3.0 | $7,611.40 |
005 | Remobilization for erosion problem. | Approved | 08/18/2019 | 0.0 | $1,500.00 |
006 | Reclassify milling AND Remove and replace pipe | Approved | 12/02/2019 | 0.0 | $5,527.66 |
007 | Time Extensions | Approved | 04/28/2020 | 0.0 | $0.00 |
008 | Compensates the contractor for re-mobilization. | Approved | 09/08/2020 | 0.0 | $5,207.81 |
009 | Adjustment to Pay Plan Quantities | Approved | 11/02/2020 | 0.0 | $-8,268.44 |
010 | Final Quantity Change Order | Approved | 05/18/2021 | 0.0 | $-92,803.76 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24958(04) | 0039 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-59,794.42 |
24958(04) | 0039 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0005 | $59,794.42 |
24958(04) | 0040 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0005 | $55,410.00 |
24958(04) | 0040 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $-55,410.00 |
24958(04) | 0043 | Rail Spiral | Stockpiled Material Initial Payment | 0003 | $1,140.60 |
24958(04) | 0043 | Rail Spiral | Stockpiled Material Adjustment | 0009 | $-906.13 |
24958(04) | 0043 | Rail Spiral | Stockpiled Material Adjustment | 0013 | $-234.47 |
24958(04) | 0043 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0013 | $-663.97 |
24958(04) | 0043 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-2,565.99 |
24958(04) | 0043 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $3,229.96 |
24958(04) | 0044 | Diaphragm Bolts | Stockpiled Material Adjustment | 0015 | $-1,329.91 |
24958(04) | 0044 | Diaphragm Bolts | Stockpiled Material Initial Payment | 0003 | $1,329.91 |
24958(04) | 0045 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $1,269.00 |
24958(04) | 0045 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0006 | $-1,269.00 |
24958(04) | 0046 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $13,282.20 |
24958(04) | 0046 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0006 | $-13,282.20 |
24958(04) | 0047 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0005 | $6,908.40 |
24958(04) | 0047 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0006 | $-6,908.40 |
24958(04) | 0048 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0008 | $-18,009.17 |
24958(04) | 0048 | HCC-AA-AE(IA) | Stockpiled Material Initial Payment | 0005 | $22,515.97 |
24958(04) | 0048 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0007 | $-4,506.80 |
24958(04) | 0050 | Wire Mesh | Stockpiled Material Closure | 0029 | $-264.14 |
24958(04) | 0050 | Wire Mesh | Stockpiled Material Adjustment | 0017 | $-523.90 |
24958(04) | 0050 | Wire Mesh | Stockpiled Material Initial Payment | 0003 | $788.04 |
24958(04) | 0052 | Piles furnished (HP 10X42) | Stockpiled Material Adjustment | 0004 | $-15,565.78 |
24958(04) | 0052 | Piles furnished (HP 10X42) | Stockpiled Material Initial Payment | 0001 | $15,565.78 |
24958(04) | 0053 | Pile Encasement Reinforcing | Stockpiled Material Initial Payment | 0003 | $165.18 |
24958(04) | 0053 | Pile Encasement Reinforcing | Stockpiled Material Adjustment | 0004 | $-165.18 |
24958(04) | 0056 | 72" Drilled Shaft Spiral Steel | Stockpiled Material Initial Payment | 0003 | $2,325.69 |
24958(04) | 0056 | 72" Drilled Shaft Spiral Steel | Stockpiled Material Adjustment | 0004 | $-2,183.66 |
24958(04) | 0056 | 72" Drilled Shaft Spiral Steel | Stockpiled Material Adjustment | 0005 | $-142.03 |
29460(04) | 0129 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0016 | $-54,155.55 |
29460(04) | 0129 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $54,155.55 |
29460(04) | 0130 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $37,084.29 |
29460(04) | 0130 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0015 | $-37,084.29 |
29460(04) | 0133 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-3,659.32 |
29460(04) | 0133 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $3,659.32 |
29460(04) | 0137 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0018 | $-5,380.56 |
29460(04) | 0137 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $5,380.56 |
29460(04) | 0138 | HCC-AA-AE(IA) | Stockpiled Material Initial Payment | 0005 | $20,783.94 |
29460(04) | 0138 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0018 | $-15,133.94 |
29460(04) | 0138 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0019 | $-1,816.07 |
29460(04) | 0138 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0017 | $-3,833.93 |
29460(04) | 0140 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-334.35 |
29460(04) | 0140 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $334.35 |
29460(04) | 0141 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0017 | $-3,278.06 |
29460(04) | 0141 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-9,550.30 |
29460(04) | 0141 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $17,211.13 |
29460(04) | 0141 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-4,382.77 |
29460(04) | 0142 | Piles Furnished (HP 10X42) | Stockpiled Material Adjustment | 0015 | $-10,760.39 |
29460(04) | 0142 | Piles Furnished (HP 10X42) | Stockpiled Material Initial Payment | 0001 | $10,760.39 |
29460(04) | 0143 | FIELD WELDING | Stockpiled Material Initial Payment | 0008 | $152.28 |
29460(04) | 0143 | FIELD WELDING | Stockpiled Material Adjustment | 0015 | $-128.59 |
29460(04) | 0143 | FIELD WELDING | Stockpiled Material Closure | 0029 | $-23.69 |
29460(04) | 0146 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $9,300.17 |
29460(04) | 0146 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0013 | $-7,065.98 |
29460(04) | 0146 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-2,234.19 | 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 |
Milestone Adjust. (Prog. Est. Only) | 0011 | $38,500.00 |
Milestone Adjust. (Prog. Est. Only) | 0012 | $52,500.00 |
Milestone Adjust. (Prog. Est. Only) | 0013 | $52,500.00 |
Milestone Adjust. (Prog. Est. Only) | 0014 | $85,500.00 |
Milestone Adjust. (Prog. Est. Only) | 0015 | $104,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0016 | $39,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0017 | $86,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0018 | $45,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0019 | $48,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0020 | $45,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0021 | $48,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0022 | $45,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0023 | $45,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0024 | $21,000.00 |
Milstone Adjust. (C/O) | 0032 | $-19,500.00 | Subtotals For Contract Adjustments | $735,500.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
24958(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 2,027.57 | $4.05 | $8,228.39 |
24958(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 89.96 | $4.37 | $393.42 |
24958(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0032 | 0.00 | $0.00 | $-2,003.40 |
24958(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,110.87 | $4.63 | $5,152.22 |
29460(04) | 0090 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,285.71 | $3.32 | $4,272.74 |
29460(04) | 0090 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 2,611.09 | $4.47 | $11,693.11 |
29460(04) | 0090 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 297.44 | $4.05 | $1,207.09 |
29460(04) | 0090 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 0.01 | $3.42 | $0.03 |
29460(04) | 0092 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 794.54 | $3.79 | $3,017.66 |
29460(04) | 0092 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 926.57 | $5.11 | $4,742.19 |
29460(04) | 0092 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 415.05 | $5.11 | $2,124.23 |
29460(04) | 0092 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 203.72 | $4.63 | $944.85 | Subtotals For Line Item Adjustments | $39,772.53 | * = 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 | 11/05/2018 | 10/07/2019 | 334.00 DYS | $3,000.00 | Y | |||
02 | TIME 'C' BID | 11/05/2018 | 06/10/2019 | 215.00 DYS | $3,500.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0014 | $-33,000.00 |
01 | System Application of Disincentive Adj | 0015 | $-48,000.00 |
01 | System Application of Disincentive Adj | 0016 | $-18,000.00 |
01 | System Application of Disincentive Adj | 0017 | $-72,000.00 |
01 | System Application of Disincentive Adj | 0018 | $-45,000.00 |
01 | System Application of Disincentive Adj | 0019 | $-48,000.00 |
01 | System Application of Disincentive Adj | 0020 | $-45,000.00 |
01 | System Application of Disincentive Adj | 0021 | $-48,000.00 |
01 | System Application of Disincentive Adj | 0022 | $-45,000.00 |
01 | System Application of Disincentive Adj | 0023 | $-45,000.00 |
01 | System Application of Disincentive Adj | 0024 | $-21,000.00 |
02 | System Application of Disincentive Adj | 0011 | $-38,500.00 |
02 | System Application of Disincentive Adj | 0012 | $-52,500.00 |
02 | System Application of Disincentive Adj | 0013 | $-52,500.00 |
02 | System Application of Disincentive Adj | 0014 | $-52,500.00 |
02 | System Application of Disincentive Adj | 0015 | $-56,000.00 |
02 | System Application of Disincentive Adj | 0016 | $-21,000.00 |
02 | System Application of Disincentive Adj | 0017 | $-14,000.00 | Subtotals For Milestones | $-755,000.00 |
Contract ID: | 180233 | Estimate Number: | 0033 | Primary JP: | 29460(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: STP-167C(150)PM | Project: 24958(04) | Category: 0100/ROADWAY - STP-167C(150)PM | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $37,695.00 | $0.00 | $37,695.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 3,754.000 | 3,754.000 | 3,754.000 | $7.75 | $0.00 | $29,093.50 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 17,053.000 | 18,955.980 | 18,955.980 | $6.84 | $0.00 | $129,658.90 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $10,248.00 | $0.00 | $10,248.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 350.000 | 1,349.000 | 1,349.000 | $1.84 | $0.00 | $2,482.16 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 588.000 | 504.000 | 504.000 | $8.40 | $0.00 | $4,233.60 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 21.750 | 0.000 | 0.000 | $157.50 | $0.00 | $0.00 | |
0008 | TEMPORARY FIBER LOG | 221(K) 0600 | LF | 350.000 | 0.000 | 0.000 | $4.69 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 13,367.000 | 20,030.100 | 20,030.100 | $2.00 | $0.00 | $40,060.20 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.760 | 0.000 | 0.000 | $525.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 5.520 | 1.140 | 1.140 | $105.00 | $0.00 | $119.70 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,171.360 | 2,184.430 | 2,184.430 | $68.45 | $0.00 | $149,524.24 | |
0013 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 10,715.670 | 10,905.560 | 10,905.560 | $6.61 | $0.00 | $72,085.75 | |
0014 | SEPARATOR FABRIC | 325 5271 | SY | 12,182.340 | 12,226.670 | 12,226.670 | $1.23 | $0.00 | $15,038.81 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,170.890 | 1,043.920 | 1,043.920 | $32.66 | $0.00 | $34,094.43 | |
0016 | TACK COAT | 407(B) 0250 | GAL | 1,473.770 | 587.500 | 587.500 | $3.73 | $0.00 | $2,191.38 | |
0017 | PRIME COAT | 408 5774 | GAL | 6,531.290 | 0.000 | 0.000 | $5.78 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,075.990 | 2,117.530 | 2,117.530 | $66.78 | $0.00 | $141,408.65 | |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,167.210 | 1,110.870 | 1,110.870 | $75.44 | $0.00 | $83,804.03 | |
0020 | CLASS C CONCRETE | 509(D) 0325 | CY | 140.090 | 137.900 | 137.900 | $315.00 | $0.00 | $43,438.50 | |
0021 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 146.000 | 146.000 | 146.000 | $32.88 | $0.00 | $4,800.48 | |
0022 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 54.000 | 54.000 | 54.000 | $40.34 | $0.00 | $2,178.36 | |
0023 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 58.000 | 58.000 | 58.000 | $57.13 | $0.00 | $3,313.54 | |
0024 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 2.000 | 2.000 | 2.000 | $1,315.50 | $0.00 | $2,631.00 | |
0025 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 6.000 | 6.000 | 6.000 | $1,260.00 | $0.00 | $7,560.00 | |
0026 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 2.000 | $1,575.00 | $0.00 | $3,150.00 | |
0027 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $7,245.00 | $0.00 | $7,245.00 | |
0028 | REMOVAL OF FENCE | 619(B) 4725 | LF | 3,809.000 | 3,701.000 | 3,701.000 | $1.26 | $0.00 | $4,663.26 | |
0029 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,441.000 | 5,517.000 | 5,517.000 | $3.15 | $0.00 | $17,378.55 | |
0030 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 588.000 | 616.000 | 616.000 | $5.25 | $0.00 | $3,234.00 | |
0031 | SAWING PAVEMENT | 619(C) 0924 | LF | 44.000 | 44.000 | 44.000 | $10.50 | $0.00 | $462.00 | |
0032 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 4.000 | $1,260.00 | $0.00 | $5,040.00 | |
0033 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 675.000 | 675.000 | 675.000 | $22.58 | $0.00 | $15,241.50 | |
0034 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,730.00 | $0.00 | $10,920.00 | |
0035 | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | 623(I) 8700 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0036 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 4,204.000 | 4,109.000 | 4,109.000 | $4.15 | $0.00 | $17,052.35 | |
8001 | GATE, GALVANIZED STEEL | 624(D) 4470 | EA | 0.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
8006 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $2,105.20 | $0.00 | $2,105.20 | |
8007 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 0.000 | 43.590 | 43.590 | $91.77 | $0.00 | $4,000.25 | |
8008 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
8013 | MOBILIZATION | 641 1552 | LSUM | 0.000 | 1.000 | 1.000 | $5,207.81 | $0.00 | $5,207.81 | |
Subtotals For Category 0100/ROADWAY - STP-167C(150)PM | $0.00 | $921,760.15 | ||||||||
Fed/State Project Number: STP-167C(150)PM | Project: 24958(04) | Category: 0200/BRIDGE A - NBI 00683 - STP-167C(150)PM | ||||||||
0037 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $14.14 | $0.00 | $1,131.20 | |
0038 | CLSM BACKFILL | 501(G) 6309 | CY | 164.000 | 164.000 | 164.000 | $168.67 | $0.00 | $27,661.88 | |
0039 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 378.000 | 378.000 | 378.000 | $214.29 | $0.00 | $81,001.62 | |
0040 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 359.000 | 359.000 | 359.000 | $215.49 | $0.00 | $77,360.91 | |
0041 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $237.11 | $0.00 | $53,302.33 | |
0042 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,046.800 | 1,046.800 | 1,046.800 | $4.29 | $0.00 | $4,490.77 | |
0043 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 467.000 | 467.000 | 467.000 | $75.75 | $0.00 | $35,375.25 | |
0044 | STRUCTURAL STEEL M270 GR. HPS 50W | 506(A) 1980 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $3.13 | $0.00 | $3,286.50 | |
0045 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $858.50 | $0.00 | $6,868.00 | |
0046 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $1,515.00 | $0.00 | $24,240.00 | |
0047 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $479.75 | $0.00 | $7,676.00 | |
0048 | CLASS AA CONCRETE | 509(A) 1326 | CY | 249.800 | 249.800 | 249.800 | $555.50 | $0.00 | $138,763.90 | |
0049 | CLASS A CONCRETE | 509(B) 1328 | CY | 149.200 | 149.200 | 149.200 | $580.75 | $0.00 | $86,647.91 | |
0050 | CLASS C CONCRETE | 509(D) 0325 | CY | 16.200 | 10.770 | 10.770 | $303.00 | $0.00 | $3,263.31 | |
0051 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 78,980.000 | 78,980.000 | 78,980.000 | $1.11 | $0.00 | $87,667.80 | |
0052 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 677.000 | 684.940 | 684.940 | $27.97 | $0.00 | $19,157.77 | |
0053 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 677.000 | 679.000 | 679.000 | $14.14 | $0.00 | $9,601.06 | |
0054 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 1.000 | 0.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0055 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 901.000 | 901.000 | 901.000 | $3.89 | $0.00 | $3,504.89 | |
0056 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 262.000 | 262.000 | 262.000 | $813.72 | $0.00 | $213,194.64 | |
0057 | CROSSHOLE SONIC LOGGING | 516(C) 6200 | EA | 4.000 | 1.000 | 1.000 | $2,474.50 | $0.00 | $2,474.50 | |
0058 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 160.000 | 160.000 | $4.24 | $0.00 | $678.40 | |
0059 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $202.00 | $0.00 | $404.00 | |
0060 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,910.000 | 1,021.920 | 1,021.920 | $48.99 | $0.00 | $50,063.86 | |
0061 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 365.000 | 312.340 | 312.340 | $35.86 | $0.00 | $11,200.51 | |
0062 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $30.30 | $0.00 | $2,545.20 | |
0063 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 60.000 | 60.000 | $25.25 | $0.00 | $1,515.00 | |
0064 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $20,200.00 | $0.00 | $20,200.00 | |
Subtotals For Category 0200/BRIDGE A - NBI 00683 - STP-167C(150)PM | $0.00 | $973,277.21 | ||||||||
Fed/State Project Number: STP-167C(150)PM | Project: 24958(04) | Category: 0310/TRAFFIC SIGNING & STRIPING - STP-167C(150)PM | ||||||||
0065 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 30.000 | 30.000 | 30.000 | $33.22 | $0.00 | $996.60 | |
0066 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 44.000 | 44.000 | 44.000 | $10.30 | $0.00 | $453.20 | |
0067 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 22.000 | 18.000 | 18.000 | $17.00 | $0.00 | $306.00 | |
0068 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 8,800.000 | 7,060.000 | 7,060.000 | $0.70 | $0.00 | $4,942.00 | |
0069 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $4,841.00 | $0.00 | $4,841.01 | |
0070 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 402.000 | 693.000 | 693.000 | $10.30 | $0.00 | $7,137.90 | |
Subtotals For Category 0310/TRAFFIC SIGNING & STRIPING - STP-167C(150)PM | $0.00 | $18,676.71 | ||||||||
Fed/State Project Number: STP-167C(150)PM | Project: 24958(04) | Category: 0600/STAKING - STP-167C(150)PM | ||||||||
0071 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $10,300.00 | $0.00 | $10,300.00 | |
Subtotals For Category 0600/STAKING - STP-167C(150)PM | $0.00 | $10,300.00 | ||||||||
Fed/State Project Number: STP-167C(150)PM | Project: 24958(04) | Category: 0640/CONSTRUCTION - STP-167C(150)PM | ||||||||
0072 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,150.00 | $0.00 | $5,150.00 | |
0073 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $7,725.00 | $0.00 | $7,725.00 | |
Subtotals For Category 0640/CONSTRUCTION - STP-167C(150)PM | $0.00 | $12,875.00 | ||||||||
Subtotals For Project STP-167C(150)PM /24958(04) | $0.00 | $1,936,889.07 |
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-267C(071)SS | Project: 29460(04) | Category: 0100/ROADWAY - STP-267C(071)SS | ||||||||
0074 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $31,080.00 | $0.00 | $31,080.00 | |
0075 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 21,944.000 | 22,957.330 | 22,957.330 | $5.79 | $0.00 | $132,922.94 | |
0076 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 4,005.000 | 8,285.700 | 8,285.700 | $7.83 | $0.00 | $64,877.03 | |
0077 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $15,855.00 | $0.00 | $15,855.00 | |
0078 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,752.000 | 1,494.000 | 1,494.000 | $1.63 | $0.00 | $2,435.22 | |
0079 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 102.000 | 0.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
0080 | TEMPORARY ROCK FILTER DAM TYPE 4 | 221(G) 0153 | CY | 15.000 | 15.000 | 15.000 | $210.00 | $0.00 | $3,150.00 | |
0081 | TEMPORARY FIBER LOG | 221(K) 0600 | LF | 2,970.000 | 733.000 | 733.000 | $4.20 | $0.00 | $3,078.60 | |
0082 | SOLID SLAB SODDING | 230(A) 2806 | SY | 10,144.000 | 32,832.020 | 32,832.020 | $2.00 | $0.00 | $65,664.04 | |
0083 | SEEDING METHOD B | 232(B) 2814 | AC | 5.000 | 0.000 | 0.000 | $735.00 | $0.00 | $0.00 | |
0084 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 14.000 | 2.670 | 2.670 | $525.00 | $0.00 | $1,401.75 | |
0085 | MOWING | 241 2832 | AC | 10.300 | 6.830 | 6.830 | $105.00 | $0.00 | $717.15 | |
0086 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 17,205.000 | 16,386.830 | 16,386.830 | $7.11 | $0.00 | $116,510.36 | |
0087 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 203.000 | 328.210 | 328.210 | $32.66 | $0.00 | $10,719.34 | |
0088 | TACK COAT | 407(B) 0250 | GAL | 4,229.000 | 1,375.000 | 1,375.000 | $3.73 | $0.00 | $5,128.75 | |
0089 | PRIME COAT | 408 5774 | GAL | 6,398.000 | 0.000 | 0.000 | $5.78 | $0.00 | $0.00 | |
0090 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 4,155.000 | 4,194.250 | 4,194.250 | $66.94 | $0.00 | $280,763.09 | |
0091 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 471.000 | 0.000 | 0.000 | $93.77 | $0.00 | $0.00 | |
0092 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,865.000 | 2,339.880 | 2,339.880 | $76.13 | $0.00 | $178,135.06 | |
0093 | COLD MILLING PAVEMENT | 412 5267 | SY | 4,170.000 | 0.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0094 | CLASS AA CONCRETE | 509(A) 0319 | CY | 173.000 | 172.750 | 172.750 | $435.75 | $0.00 | $75,275.81 | |
0095 | CLASS C CONCRETE | 509(D) 0325 | CY | 95.000 | 82.020 | 82.020 | $315.00 | $0.00 | $25,836.30 | |
0096 | REINFORCING STEEL | 511(A) 0332 | LB | 26,167.000 | 26,167.000 | 26,167.000 | $1.16 | $0.00 | $30,353.73 | |
0097 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 543.000 | 521.600 | 521.600 | $50.93 | $0.00 | $26,565.09 | |
0098 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 181.000 | 132.340 | 132.340 | $37.28 | $0.00 | $4,933.64 | |
0099 | TYPE IV GROUTED RIPRAP | 601(H) 1390 | SY | 131.000 | 51.110 | 51.110 | $124.77 | $0.00 | $6,376.99 | |
0100 | 12" CORR. GALV. STEEL PIPE | 613(B) 0688 | LF | 115.000 | 155.000 | 155.000 | $29.79 | $0.00 | $4,617.45 | |
0101 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 249.000 | 248.000 | 248.000 | $32.88 | $0.00 | $8,154.24 | |
0102 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 87.000 | 87.000 | 87.000 | $38.22 | $0.00 | $3,325.14 | |
0103 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 238.000 | 160.000 | 160.000 | $45.69 | $0.00 | $7,310.40 | |
0104 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 42.000 | 58.000 | 58.000 | $38.64 | $0.00 | $2,241.12 | |
0105 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(B) 4529 | LF | 120.000 | 120.000 | 120.000 | $52.04 | $0.00 | $6,244.80 | |
0106 | 64" X 43" CORR. GALV. STEEL PIPE ARCH | 613(B) 4533 | LF | 60.000 | 60.000 | 60.000 | $96.58 | $0.00 | $5,794.80 | |
0107 | 96" CORR. GALV. STEEL PIPE | 613(B) 4819 | LF | 200.000 | 200.000 | 200.000 | $190.22 | $0.00 | $38,044.00 | |
0108 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 4.000 | 3.000 | 3.000 | $1,312.50 | $0.00 | $3,937.50 | |
0109 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 2.000 | 2.000 | 2.000 | $1,312.50 | $0.00 | $2,625.00 | |
0110 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 6.000 | 6.000 | 6.000 | $1,365.00 | $0.00 | $8,190.00 | |
0111 | TYPE C6 CULVERT END TREATMENT | 613(M) 7198 | EA | 4.000 | 2.000 | 2.000 | $1,575.00 | $0.00 | $3,150.00 | |
0112 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $7,245.00 | $0.00 | $7,245.00 | |
0113 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,258.000 | 11,466.340 | 11,466.340 | $3.15 | $0.00 | $36,118.97 | |
0114 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 699.000 | 797.000 | 797.000 | $3.15 | $0.00 | $2,510.55 | |
0115 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 4.000 | $1,260.00 | $0.00 | $5,040.00 | |
0116 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 425.000 | 438.500 | 438.500 | $22.58 | $0.00 | $9,901.33 | |
0117 | GUARDRAIL END TREATMENT (31") | 623(G) 8590 | EA | 4.000 | 4.000 | 4.000 | $2,730.00 | $0.00 | $10,920.00 | |
0118 | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | 623(I) 8700 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0119 | FENCE-STYLE WWF | 624(A) 4281 | LF | 256.000 | 232.000 | 232.000 | $4.88 | $0.00 | $1,132.16 | |
0120 | FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 919.000 | 770.000 | 770.000 | $3.99 | $0.00 | $3,072.30 | |
0121 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,246.000 | 1,509.000 | 1,509.000 | $4.15 | $0.00 | $6,262.35 | |
0122 | FENCE-STYLE SWF (6 BARBED WIRE) | 624(C) 7181 | LF | 682.000 | 682.000 | 682.000 | $4.31 | $0.00 | $2,939.42 | |
0123 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(E) 4288 | LF | 80.000 | 81.000 | 81.000 | $23.94 | $0.00 | $1,939.14 | |
0124 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 1.000 | 1.000 | $157.50 | $0.00 | $157.50 | |
0125 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 2.000 | 1.000 | 1.000 | $26.25 | $0.00 | $26.25 | |
0126 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 18.000 | 17.000 | 17.000 | $12.33 | $0.00 | $209.61 | |
8002 | PORTLAND CEMENT | 307(C) 4220 | TON | 0.000 | 99.530 | 99.530 | $132.80 | $0.00 | $13,217.58 | |
8003 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 0.000 | 1,144.450 | 1,144.450 | $5.00 | $0.00 | $5,722.25 | |
8004 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 373.340 | 373.340 | $68.45 | $0.00 | $25,555.12 | |
8009 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $7,362.30 | $0.00 | $7,362.30 | |
8010 | MOBILIZATION | 641 1399 | LSUM | 0.000 | 1.000 | 1.000 | $1,650.00 | $0.00 | $1,650.00 | |
8011 | COLD MILLING PAVEMENT | 412 5267 | SY | 0.000 | 945.550 | 945.550 | $8.72 | $0.00 | $8,245.20 | |
8012 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $1,400.00 | $0.00 | $1,400.00 | |
Subtotals For Category 0100/ROADWAY - STP-267C(071)SS | $0.00 | $1,334,441.37 | ||||||||
Fed/State Project Number: STP-267C(071)SS | Project: 29460(04) | Category: 0200/BRIDGE (NBI # 12810) - STP-267C(071)SS | ||||||||
0127 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $14.14 | $0.00 | $1,131.20 | |
0128 | CLSM BACKFILL | 501(G) 6309 | CY | 122.000 | 122.000 | 122.000 | $165.64 | $0.00 | $20,208.08 | |
0129 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 358.000 | 358.000 | 358.000 | $199.28 | $0.00 | $71,342.24 | |
0130 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 259.000 | 259.000 | 259.000 | $204.86 | $0.00 | $53,058.74 | |
0131 | APPROACH SLAB | 504(A) 1304 | SY | 187.400 | 187.400 | 187.400 | $237.11 | $0.00 | $44,434.42 | |
0132 | SAW-CUT GROOVING | 504(B) 1305 | SY | 877.900 | 877.900 | 877.900 | $4.29 | $0.00 | $3,766.19 | |
0133 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 391.000 | 391.000 | 391.000 | $78.78 | $0.00 | $30,802.98 | |
0134 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $3.13 | $0.00 | $3,286.50 | |
0135 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $858.50 | $0.00 | $6,868.00 | |
0136 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $1,515.00 | $0.00 | $24,240.00 | |
0137 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $479.75 | $0.00 | $7,676.00 | |
0138 | CLASS AA CONCRETE | 509(A) 1326 | CY | 206.000 | 206.000 | 206.000 | $555.50 | $0.00 | $114,433.00 | |
0139 | CLASS A CONCRETE | 509(B) 1328 | CY | 138.400 | 138.400 | 138.400 | $580.75 | $0.00 | $80,375.81 | |
0140 | REINFORCING STEEL | 511(A) 1332 | LB | 680.000 | 680.000 | 680.000 | $3.03 | $0.00 | $2,060.40 | |
0141 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 69,600.000 | 69,600.000 | 69,600.000 | $1.11 | $0.00 | $77,256.01 | |
0142 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 468.000 | 468.000 | 468.000 | $27.97 | $0.00 | $13,089.96 | |
0143 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 468.000 | 395.180 | 395.180 | $14.14 | $0.00 | $5,587.85 | |
0144 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 1.000 | 0.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0145 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 822.000 | 822.000 | 822.000 | $3.89 | $0.00 | $3,197.58 | |
0146 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 130.000 | 133.770 | 133.770 | $1,332.95 | $0.00 | $178,308.72 | |
0147 | CROSSHOLE SONIC LOGGING | 516(C) 6200 | EA | 1.000 | 1.000 | 1.000 | $2,474.50 | $0.00 | $2,474.50 | |
0148 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 163.000 | $4.24 | $0.00 | $691.12 | |
0149 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 1.800 | $202.00 | $0.00 | $363.60 | |
0150 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,355.000 | 2,348.230 | 2,348.230 | $48.99 | $0.00 | $115,039.78 | |
0151 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 535.000 | 695.180 | 695.180 | $35.86 | $0.00 | $24,929.16 | |
0152 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $30.30 | $0.00 | $2,545.20 | |
0153 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 60.000 | 60.000 | $25.25 | $0.00 | $1,515.00 | |
0154 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $23,735.00 | $0.00 | $23,735.00 | |
8005 | REMOVAL OF BRIDGE ITEM (TYPE E) | 619(B) 2550 | LSUM | 0.000 | 1.000 | 1.000 | $18,556.38 | $0.00 | $18,556.38 | |
Subtotals For Category 0200/BRIDGE (NBI # 12810) - STP-267C(071)SS | $0.00 | $930,973.42 | ||||||||
Fed/State Project Number: STP-267C(071)SS | Project: 29460(04) | Category: 0300/TRAFFIC - STP-267C(071)SS | ||||||||
0155 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 7,360.000 | 15,260.000 | 15,260.000 | $0.23 | $0.00 | $3,509.80 | |
0156 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 1,026.000 | 0.000 | 0.000 | $1.03 | $0.00 | $0.00 | |
0157 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 7,540.000 | 640.000 | 640.000 | $0.21 | $0.00 | $134.40 | |
0158 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,980.000 | 8,696.000 | 8,696.000 | $0.26 | $0.00 | $2,260.96 | |
0159 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,760.000 | 7,384.000 | 7,384.000 | $0.52 | $0.00 | $3,839.68 | |
0160 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,350.000 | 10,172.000 | 10,172.000 | $0.52 | $0.00 | $5,289.44 | |
0161 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,320.000 | 2,604.000 | 2,604.000 | $0.52 | $0.00 | $1,354.08 | |
0162 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 2,404.000 | 2,404.000 | $0.52 | $0.00 | $1,250.08 | |
0163 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,510.000 | 12,976.000 | 12,976.000 | $0.10 | $0.00 | $1,297.60 | |
0164 | DRUMS | 880(F) 8878 | SD | 7,360.000 | 5,592.000 | 5,592.000 | $0.21 | $0.00 | $1,174.32 | |
0165 | CHANNELIZER CONES | 880(G) 8890 | SD | 2,500.000 | 10,301.000 | 10,301.000 | $0.21 | $0.00 | $2,163.21 | |
0166 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 536.000 | 0.000 | 0.000 | $6.18 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC - STP-267C(071)SS | $0.00 | $22,273.57 | ||||||||
Fed/State Project Number: STP-267C(071)SS | Project: 29460(04) | Category: 0303/SIGNING AND STRIPING - STP-267C(071)SS | ||||||||
0167 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 10.000 | 9.000 | 9.000 | $25.75 | $0.00 | $231.75 | |
0168 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 60.900 | 60.860 | 60.860 | $33.22 | $0.00 | $2,021.76 | |
0169 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 168.000 | 168.000 | 168.000 | $10.30 | $0.00 | $1,730.40 | |
0170 | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) | 855(A) 8840 | LF | 8,790.000 | 7,619.000 | 7,619.000 | $0.70 | $0.00 | $5,333.30 | |
Subtotals For Category 0303/SIGNING AND STRIPING - STP-267C(071)SS | $0.00 | $9,317.21 | ||||||||
Fed/State Project Number: STP-267C(071)SS | Project: 29460(04) | Category: 0600/STAKING - STP-267C(071)SS | ||||||||
0171 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $12,772.00 | $0.00 | $12,772.00 | |
Subtotals For Category 0600/STAKING - STP-267C(071)SS | $0.00 | $12,772.00 | ||||||||
Fed/State Project Number: STP-267C(071)SS | Project: 29460(04) | Category: 0640/CONSTRUCTION - STP-267C(071)SS | ||||||||
0172 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,150.00 | $0.00 | $5,150.00 | |
0173 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 0.000 | 0.000 | $10,300.00 | $0.00 | $0.00 | |
0174 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $239,787.99 | $0.00 | $239,788.00 | |
Subtotals For Category 0640/CONSTRUCTION - STP-267C(071)SS | $0.00 | $244,938.00 | ||||||||
Subtotals For Project STP-267C(071)SS /29460(04) | $0.00 | $2,554,715.57 |