| Contract ID: | 170377 | Estimate Number: | 0047 | Contract No: | 400193 | |||
| Residency: | EDMOND (04400) | Estimate Type: | Progressive | Account No: | 400400 | |||
| Project Number(s): | STP-155C(569)SS | ||||||||||||
| Primary Job Piece No: | 14964(08) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-74: FROM 0.2 MILE NORTH OF NW 164TH STREET, EXTEND NORTH IN OKLAHOMA CITY. PROJECT LENGTH = 4.237 MILES. | ||||||||||||
| Primary County: | OKLAHOMA | ||||||||||||
| Name of Road: | SH-74 | ||||||||||||
| Prime Contractor: | T.J. CAMPBELL CONSTRUCTION COMPANY | ||||||||||||
| PO BOX 3788 | |||||||||||||
| EDMOND , OK 73083 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 11/16/2017 | NTP Effective Date: | 01/22/2018 | Pay Period: | 07/01/2021 TO 08/31/2021 |
| Date Awarded: | 12/04/2017 | Date Work Began: | 02/05/2018 | Original Contract Time: | 535 |
| Date Contract Executed: | 12/18/2017 | Date Time Stopped: | Current Time Charged: | 554.00 | |
| Date NTP Issued: | 12/20/2017 | Completion Date: | Current Time Allowed: | 709.00 | |
| General Liability Expires: | 07/01/2022 | Workman's Comp Expires: | 06/30/2022 | Percent Time Used: | 78.14 % |
| Specification Year: | 2009 | Date Approved: | 09/13/2021 | ||
| Bid Amount: | $20,998,215.56 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $21,823,217.34 | Participating: | $19,817,666.78 | $19,808,081.27 | $9,585.51 | ||
| Percent Complete: | 89.68 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $2,252,138.59 | Total Earnings: | $19,817,666.78 | $19,808,081.27 | $9,585.51 | ||
| Stockpiled Materials: | $1,787.04 | $1,787.04 | $0.00 | ||||
| Gross Earnings: | $19,819,453.82 | $19,809,868.31 | $9,585.51 | ||||
| Other Adjustments: | $606,624.93 | $606,245.37 | $379.56 | ||||
| Liq Dam/Disincentive: | $-855,000.00 | $-855,000.00 | $0.00 | ||||
| TOTAL: | $19,571,078.75 | $19,561,113.68 | $9,965.07 | ||||
| Contract ID: | 170377 | Estimate Number: | 0047 | Primary JP: | 14964(08) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Revised NTP Date | Approved | 02/07/2018 | 0.0 | $0.00 |
| 002 | Temporary Traffic Signal Controller | Approved | 11/30/2018 | 0.0 | $5,050.00 |
| 003 | EO-2018-25 | Approved | 04/02/2019 | 0.0 | $0.00 |
| 004 | Time Revision | Approved | 04/02/2019 | 31.0 | $0.00 |
| 005 | Traffic Signal Video Detection | Approved | 10/07/2020 | 0.0 | $5,539.50 |
| 006 | Median Cross Overs, Drives, Gate Repair | Approved | 09/08/2020 | 0.0 | $592,097.88 |
| 007 | Geogrid Reinforcement 178th east of SH-74 | Approved | 10/07/2020 | 17.0 | $212,884.60 |
| 008 | EO 2019-19 -1, 3 | Approved | 05/20/2020 | 50.0 | $0.00 |
| 009 | Added Permanent Signs | Approved | 10/07/2020 | 0.0 | $9,429.80 |
| 010 | Time adjustment due to unforseen circumstances | Approved | 09/01/2020 | 76.0 | $0.00 |
| 011 | Added Time for CO #007 | Pending | 0 | 9.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 14964(08) | 0100 | High-Tension Cable Barrier | Stockpiled Material Adjustment | 0037 | $-55,156.16 |
| 14964(08) | 0100 | High-Tension Cable Barrier | Stockpiled Material Adjustment | 0043 | $-1,680.96 |
| 14964(08) | 0100 | High-Tension Cable Barrier | Stockpiled Material Initial Payment | 0029 | $74,541.60 |
| 14964(08) | 0100 | High-Tension Cable Barrier | Stockpiled Material Adjustment | 0035 | $-15,917.44 |
| 14964(08) | 0101 | End Anchors | Stockpiled Material Adjustment | 0039 | $-4,783.68 |
| 14964(08) | 0101 | End Anchors | Stockpiled Material Initial Payment | 0029 | $14,351.04 |
| 14964(08) | 0101 | End Anchors | Stockpiled Material Adjustment | 0035 | $-9,567.36 |
| 14964(08) | 0118 | Stockpiled Material Adjustment | 0032 | $-8,778.00 | |
| 14964(08) | 0118 | Stockpiled Material Initial Payment | 0020 | $17,556.00 | |
| 14964(08) | 0118 | Stockpiled Material Adjustment | 0030 | $-8,778.00 | |
| 14964(08) | 0119 | Stockpiled Material Adjustment | 0032 | $-9,112.00 | |
| 14964(08) | 0119 | Stockpiled Material Adjustment | 0030 | $-9,112.00 | |
| 14964(08) | 0119 | Stockpiled Material Adjustment | 0027 | $-27,336.00 | |
| 14964(08) | 0119 | Stockpiled Material Adjustment | 0024 | $-36,448.00 | |
| 14964(08) | 0119 | Stockpiled Material Initial Payment | 0020 | $82,008.00 | |
| 14964(08) | 0126 | 3 Traffic Controller Assembly Cabinets | Stockpiled Material Initial Payment | 0023 | $47,235.00 |
| 14964(08) | 0126 | 3 Traffic Controller Assembly Cabinets | Stockpiled Material Adjustment | 0036 | $-47,235.00 | Subtotals For Stockpile Payments | $1,787.04 |
| 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) | 0034 | $900,000.00 |
| Milestone Adjust. (Prog. Est. Only) | 0037 | $180,000.00 |
| Milestone Adjust. (Prog. Est. Only) | 0040 | $-1,080,000.00 | 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 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 2,756.00 | $0.03 | $109.72 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 261,865.72 | $0.00 | $212.11 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 51,824.76 | $0.00 | $41.98 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 146.22 | $0.03 | $4.94 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 63,186.00 | $0.03 | $2,136.32 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 22,355.56 | $0.06 | $1,359.44 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 1,825.16 | $0.11 | $204.07 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0018 | 40,280.58 | $0.12 | $4,866.30 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 505.23 | $0.12 | $64.07 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0027 | 73,253.00 | $0.02 | $2,037.17 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0032 | 97,988.28 | $0.00 | $373.34 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0034 | 26,213.10 | $-0.00 | $-99.87 |
| 14964(08) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0046 | 13,658.40 | $0.03 | $502.77 |
| 14964(08) | 0015 | STABILIZED SUBGRADE | * SUBSTANDARD ITEM | 0025 | -26,253.66 | $3.25 | $-85,324.40 |
| 14964(08) | 0015 | STABILIZED SUBGRADE | * SUBSTANDARD ITEM | 0027 | 26,253.66 | $3.25 | $85,324.40 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 2,443.14 | $3.80 | $9,299.20 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 4,818.43 | $5.17 | $24,917.31 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 4,654.81 | $5.17 | $24,071.19 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 297.56 | $6.64 | $1,976.17 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 1,692.61 | $7.06 | $11,951.94 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 1,262.49 | $7.06 | $8,914.76 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 1,445.95 | $5.69 | $8,236.49 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0023 | 1.00 | $-914.90 | $-914.90 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 840.30 | $5.90 | $4,963.02 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0028 | 1,308.44 | $5.48 | $7,178.43 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0028 | -1.00 | $1,094.62 | $-1,094.62 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 2,991.84 | $5.48 | $16,413.98 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * Missing Material Certification | 0029 | -851.68 | $64.00 | $-54,507.52 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0030 | 851.68 | $64.00 | $54,507.52 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0030 | 1.00 | $-1,971.20 | $-1,971.20 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0033 | 3,106.65 | $6.64 | $20,632.04 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0034 | 959.42 | $6.64 | $6,371.75 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0035 | 2,911.55 | $6.64 | $19,336.33 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0036 | 239.00 | $6.64 | $1,587.26 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 220.24 | $5.80 | $1,277.67 |
| 14964(08) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0042 | 198.78 | $2.02 | $401.78 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 17.90 | $0.97 | $17.39 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 4,029.03 | $3.80 | $15,335.50 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 8,447.69 | $3.80 | $32,154.02 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 7,005.11 | $5.17 | $36,225.18 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 1,533.98 | $5.17 | $7,932.59 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,723.54 | $6.64 | $11,446.46 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 899.50 | $6.64 | $5,973.80 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 4,624.78 | $7.06 | $32,656.73 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 515.56 | $7.06 | $3,640.50 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 92.45 | $7.06 | $652.81 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 3,250.49 | $7.06 | $22,952.52 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 3,396.55 | $7.06 | $23,983.89 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 1,465.39 | $5.69 | $8,347.23 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 1,261.48 | $5.90 | $7,450.62 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | -3.22 | $5.90 | $-19.02 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 1,078.19 | $5.48 | $5,915.22 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 3,082.05 | $5.48 | $16,908.90 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 2,192.84 | $5.48 | $12,030.47 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0030 | 1.00 | $-925.34 | $-925.34 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 2,658.25 | $6.64 | $17,654.10 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 5,643.32 | $6.64 | $37,478.70 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 55.60 | $6.64 | $369.25 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 3,098.84 | $6.64 | $20,580.17 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 269.09 | $6.64 | $1,787.09 |
| 14964(08) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 252.69 | $5.80 | $1,465.92 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0035 | 8,200.42 | $7.59 | $62,241.19 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0036 | 9,407.99 | $7.59 | $71,406.64 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0036 | -1.00 | $11,591.00 | $-11,591.00 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0036 | -1.00 | $6,164.00 | $-6,164.00 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0036 | -1.00 | $7,236.00 | $-7,236.00 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0036 | -1.00 | $6,700.00 | $-6,700.00 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0036 | -1.00 | $6,070.74 | $-6,070.74 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0036 | -1.00 | $2,211.00 | $-2,211.00 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0037 | 260.07 | $6.63 | $1,724.26 |
| 14964(08) | 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0039 | 992.00 | $6.39 | $6,338.88 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 142.37 | $7.59 | $1,080.59 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 485.92 | $7.59 | $3,688.13 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 1,011.66 | $7.59 | $7,678.50 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 1,271.83 | $7.59 | $9,653.19 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 2,037.00 | $7.59 | $15,460.83 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 3,062.43 | $7.59 | $23,243.84 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0037 | 245.88 | $6.63 | $1,630.18 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0039 | -992.77 | $6.39 | $-6,343.80 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0042 | 47.04 | $2.31 | $108.66 |
| 14964(08) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0043 | 183.53 | $2.31 | $423.95 |
| 14964(08) | 0028 | REINFORCING STEEL | * Missing Material Certification | 0003 | -36,997.62 | $0.90 | $-33,297.86 |
| 14964(08) | 0103 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 2,289.00 | $0.00 | $1.85 |
| 14964(08) | 0103 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | 981.05 | $0.12 | $124.41 |
| 14964(08) | 0106 | REINFORCING STEEL | * Missing Material Certification | 0003 | -8,409.00 | $1.00 | $-8,409.00 |
| 14964(08) | 0116 | REINFORCING STEEL | * Missing Material Certification | 0020 | -4,268.80 | $1.60 | $-6,830.08 |
| 14964(08) | 0116 | REINFORCING STEEL | * Missing Material Certification | 0025 | -3,292.20 | $1.60 | $-5,267.52 |
| 14964(08) | 0116 | REINFORCING STEEL | * Missing Material Certification | 0028 | -3,071.25 | $1.60 | $-4,914.00 |
| 14964(08) | 0116 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0030 | 10,632.25 | $1.60 | $17,011.60 |
| 14964(08) | 0138 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | * Missing Material Certification | 0028 | -847.00 | $1.55 | $-1,312.85 |
| 14964(08) | 0138 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | * Material Discrepancy Adjustments | 0030 | 847.00 | $1.55 | $1,312.85 |
| 14964(08) | 0139 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | * Missing Material Certification | 0028 | -172.00 | $2.00 | $-344.00 |
| 14964(08) | 0139 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | * Material Discrepancy Adjustments | 0030 | 172.00 | $2.00 | $344.00 |
| 14964(08) | 0183 | SWPPP DOCUMENTATION AND MANAGEMENT | * SUBSTANDARD ITEM | 0029 | -0.25 | $40,000.00 | $-10,000.00 |
| 14964(08) | 8007 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0042 | 191.06 | $2.02 | $386.18 |
| 14964(08) | 8007 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0043 | 66.26 | $2.02 | $133.93 |
| 14964(08) | 8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0042 | 293.52 | $2.02 | $593.28 |
| 14964(08) | 8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0043 | 141.50 | $2.02 | $286.01 |
| 14964(08) | 8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0047 | 61.01 | $6.22 | $379.56 |
| 14964(08) | 8009 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0042 | 34.01 | $2.31 | $78.56 |
| 14964(08) | 8009 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0043 | 264.09 | $2.31 | $610.05 | Subtotals For Line Item Adjustments | $606,624.93 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | TIME 'B' BID | 02/04/2018 | 11/10/2019 | 604.00 DYS | $15,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
| 01 | System Application of Disincentive Adj | 0032 | $-765,000.00 |
| 01 | System Application of Disincentive Adj | 0033 | $-465,000.00 |
| 01 | System Application of Disincentive Adj | 0034 | $-225,000.00 |
| 01 | System Application of Disincentive Adj | 0035 | $-450,000.00 |
| 01 | System Application of Disincentive Adj | 0036 | $-240,000.00 |
| 01 | System Application of Disincentive Adj | 0037 | $-150,000.00 |
| 01 | System Application of Disincentive Adj | 0040 | $141,176.47 |
| 01 | System Application of Disincentive Adj | 0040 | $150,588.24 |
| 01 | System Application of Disincentive Adj | 0040 | $291,764.70 |
| 01 | System Application of Disincentive Adj | 0040 | $282,352.94 |
| 01 | System Application of Disincentive Adj | 0040 | $480,000.00 |
| 01 | System Application of Disincentive Adj | 0040 | $94,117.65 | Subtotals For Milestones | $-855,000.00 |
| Contract ID: | 170377 | Estimate Number: | 0047 | Primary JP: | 14964(08) | |||
| 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(569)SS | Project: 14964(08) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 654,773.000 | 655,858.010 | 655,858.010 | $3.70 | $0.00 | $2,426,674.63 | |
| 0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $145,000.00 | $0.00 | $145,000.00 | |
| 0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 42,326.000 | 42,326.000 | 33,152.000 | $1.50 | $0.00 | $49,728.00 | |
| 0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 39.000 | 39.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
| 0006 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 27.000 | 27.000 | 0.000 | $155.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 4,767.000 | 4,767.000 | 1,792.000 | $9.00 | $0.00 | $16,128.00 | |
| 0008 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 376.000 | 376.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0009 | DITCH LINER PROTECTION | 229 4318 | LF | 14,944.000 | 15,753.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
| 0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 429,995.000 | 429,995.000 | 250,085.720 | $1.40 | $0.00 | $350,120.01 | |
| 0011 | SEEDING METHOD B | 232(B) 2814 | AC | 89.000 | 89.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
| 0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 89.000 | 89.000 | 6.560 | $105.00 | $0.00 | $688.80 | |
| 0013 | MOWING | 241 2832 | AC | 178.000 | 178.000 | 19.477 | $105.00 | $0.00 | $2,045.09 | |
| 0014 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 38,801.000 | 41,481.000 | 39,448.190 | $59.00 | $0.00 | $2,327,443.21 | |
| 0015 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 255,955.000 | 263,528.060 | 235,368.680 | $3.25 | $0.00 | $764,948.23 | |
| 0016 | SEPARATOR FABRIC | 325 5271 | SY | 200,178.000 | 207,751.060 | 162,697.230 | $1.00 | $0.00 | $162,697.23 | |
| 0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 17,342.000 | 17,342.000 | 9,531.420 | $30.00 | $0.00 | $285,942.60 | |
| 0018 | TACK COAT | 407(B) 0250 | GAL | 68,803.000 | 70,484.200 | 34,173.500 | $2.75 | $0.00 | $93,977.13 | |
| 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 26,050.000 | 26,050.000 | 29,391.210 | $64.00 | $0.00 | $1,881,037.44 | |
| 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 60,702.000 | 60,702.000 | 56,591.100 | $54.00 | $0.00 | $3,055,919.40 | |
| 0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 17,244.000 | 17,244.000 | 18,860.480 | $67.00 | $0.00 | $1,263,652.16 | |
| 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 8,847.000 | 8,847.000 | 7,494.890 | $59.00 | $0.00 | $442,198.51 | |
| 0023 | RUMBLE STRIP-METHOD HMA-CYC | 413(B) 4863 | LF | 59,298.000 | 61,580.730 | 46,765.000 | $0.20 | $0.00 | $9,353.00 | |
| 0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 733.000 | 733.000 | 1,068.874 | $33.00 | $0.00 | $35,272.84 | |
| 0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,992.000 | 1,992.000 | 2,078.470 | $290.00 | $0.00 | $602,756.30 | |
| 0026 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 3.000 | 3.000 | 2.830 | $450.00 | $0.00 | $1,273.50 | |
| 0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 2,545.000 | 2,650.030 | 2,193.170 | $200.00 | $0.00 | $438,634.00 | |
| 0028 | REINFORCING STEEL | 511(A) 0332 | LB | 299,948.000 | 299,948.000 | 288,901.940 | $0.90 | $0.00 | $260,011.75 | |
| 0029 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 673.000 | 673.000 | 768.160 | $65.00 | $0.00 | $49,930.40 | |
| 0030 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 214.000 | 214.000 | 112.010 | $40.00 | $0.00 | $4,480.40 | |
| 0031 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 524.000 | 524.000 | 169.500 | $15.00 | $0.00 | $2,542.50 | |
| 0032 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 1,772.000 | 1,772.000 | 1,816.000 | $16.00 | $0.00 | $29,056.00 | |
| 0033 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 787.000 | 787.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0034 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 9,585.000 | 9,585.000 | 9,913.500 | $18.00 | $0.00 | $178,443.00 | |
| 0035 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,894.000 | 2,894.000 | 1,842.020 | $45.00 | $0.00 | $82,890.90 | |
| 0036 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 644.000 | 718.670 | 1,213.820 | $65.00 | $0.00 | $78,898.30 | |
| 0037 | 8" CONCRETE DRIVEWAY | 610(B) 5016 | SY | 3,623.000 | 3,623.000 | 3,458.290 | $55.00 | $0.00 | $190,205.95 | |
| 0038 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 116.000 | 116.000 | 60.000 | $15.00 | $0.00 | $900.00 | |
| 0039 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 5.000 | 4.000 | $1,400.00 | $0.00 | $5,600.00 | |
| 0040 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $2,800.00 | $0.00 | $2,800.00 | |
| 0041 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 8.000 | 8.000 | 5.429 | $275.00 | $0.00 | $1,492.98 | |
| 0042 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 3.000 | 3.000 | 1.250 | $370.00 | $0.00 | $462.50 | |
| 0043 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 10.000 | 10.000 | 9.000 | $3,700.00 | $0.00 | $33,300.00 | |
| 0044 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 4.000 | 4.000 | 4.000 | $5,300.00 | $0.00 | $21,200.00 | |
| 0045 | INLET GPI TYPE 1 (DES. 1) | 611(G) 5327 | EA | 2.000 | 2.000 | 2.000 | $3,300.00 | $0.00 | $6,600.00 | |
| 0046 | INLET GPI TYPE 1 (DES. 2) | 611(G) 5328 | EA | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
| 0047 | INLET GPI TYPE 1 (DES. 5) | 611(G) 5331 | EA | 1.000 | 1.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
| 0048 | INLET GPI TYPE 1 (DES. 6) | 611(G) 5332 | EA | 2.000 | 2.000 | 2.000 | $3,600.00 | $0.00 | $7,200.00 | |
| 0049 | INLET GPI TYPE 2 (DES. 8) | 611(G) 5334 | EA | 5.000 | 5.000 | 5.000 | $4,000.00 | $0.00 | $20,000.00 | |
| 0050 | INLET GPI TYPE 2 (DES. 9) | 611(G) 5335 | EA | 1.000 | 1.000 | 1.000 | $4,300.00 | $0.00 | $4,300.00 | |
| 0051 | INLET GPI TYPE 2 (DES. 10) | 611(G) 5336 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
| 0052 | INLET GPI TYPE 2 (DES. 12) | 611(G) 5338 | EA | 1.000 | 1.000 | 1.000 | $4,800.00 | $0.00 | $4,800.00 | |
| 0053 | INLET CDI RCB DES. 7 | 611(G) 5393 | EA | 1.000 | 1.000 | 1.000 | $3,200.00 | $0.00 | $3,200.00 | |
| 0054 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 6.000 | 7.000 | 7.000 | $1,600.00 | $0.00 | $11,200.00 | |
| 0055 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 19.000 | 19.000 | 14.270 | $380.00 | $0.00 | $5,422.60 | |
| 0056 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 11.000 | 11.000 | 9.086 | $490.00 | $0.00 | $4,452.14 | |
| 0057 | ADD'L DEPTH IN INLET GPI TYPE 1 | 611(H) 5374 | VF | 7.000 | 7.000 | 3.236 | $630.00 | $0.00 | $2,038.68 | |
| 0058 | ADD'L DEPTH IN INLET GPI TYPE 2 | 611(H) 5375 | VF | 2.000 | 2.000 | 1.177 | $930.00 | $0.00 | $1,094.61 | |
| 0059 | JUNCTION BOXES | 611(L) 0487 | CF | 116.000 | 116.000 | 108.700 | $47.00 | $0.00 | $5,108.90 | |
| 0060 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 2,030.000 | 2,112.000 | 1,926.000 | $50.00 | $0.00 | $96,300.00 | |
| 0061 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,804.000 | 1,804.000 | 1,876.000 | $72.00 | $0.00 | $135,072.00 | |
| 0062 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 786.000 | 786.000 | 924.000 | $93.00 | $0.00 | $85,932.00 | |
| 0063 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 136.000 | 190.000 | 180.000 | $83.00 | $0.00 | $14,940.00 | |
| 0064 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 90.000 | 90.000 | 90.000 | $63.00 | $0.00 | $5,670.00 | |
| 0065 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A) 4498 | LF | 332.000 | 332.000 | 332.000 | $100.00 | $0.00 | $33,200.00 | |
| 0066 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 46.000 | 46.000 | 46.000 | $61.00 | $0.00 | $2,806.00 | |
| 0067 | 48" CORR. GALV. STEEL PIPE | 613(B) 0694 | LF | 60.000 | 60.000 | 0.000 | $67.00 | $0.00 | $0.00 | |
| 0068 | 54" CORR. GALV. STEEL PIPE | 613(B) 0695 | LF | 46.000 | 46.000 | 0.000 | $81.00 | $0.00 | $0.00 | |
| 0069 | 72" CORR. GALV. STEEL PIPE | 613(B) 0698 | LF | 26.000 | 26.000 | 26.000 | $120.00 | $0.00 | $3,120.00 | |
| 0070 | 49" X 33" CORR. GALV. STEEL PIPE ARCH | 613(B) 4531 | LF | 82.000 | 82.000 | 82.000 | $73.00 | $0.00 | $5,986.00 | |
| 0071 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 3,386.000 | 3,386.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
| 0072 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 1,128.000 | 1,128.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
| 0073 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 0.000 | $1,750.00 | $0.00 | $0.00 | |
| 0074 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 11.000 | 11.000 | 11.000 | $920.00 | $0.00 | $10,120.00 | |
| 0075 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 8.000 | 8.000 | 9.000 | $1,000.00 | $0.00 | $9,000.00 | |
| 0076 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 1.000 | 3.000 | 3.000 | $1,100.00 | $0.00 | $3,300.00 | |
| 0077 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 15.000 | 16.000 | 15.000 | $900.00 | $0.00 | $13,500.00 | |
| 0078 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 10.000 | 10.000 | 11.000 | $1,100.00 | $0.00 | $12,100.00 | |
| 0079 | TYPE C6 CULVERT END TREATMENT | 613(M) 7198 | EA | 1.000 | 1.000 | 1.000 | $1,200.00 | $0.00 | $1,200.00 | |
| 0080 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 961.000 | 992.000 | 1,611.462 | $55.00 | $0.00 | $88,630.41 | |
| 0081 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 1,904.000 | 1,904.000 | 914.844 | $55.00 | $0.00 | $50,316.42 | |
| 0082 | TRENCH EXCAVATION | 613(V) 1180 | CY | 4,805.000 | 4,844.000 | 4,666.454 | $9.00 | $0.00 | $41,998.09 | |
| 0083 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $33,000.00 | $0.00 | $33,000.00 | |
| 0084 | REMOVAL OF FENCE | 619(B) 4725 | LF | 16,127.000 | 16,127.000 | 12,585.000 | $1.00 | $0.00 | $12,585.00 | |
| 0085 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 2,407.000 | 2,407.000 | 2,047.000 | $10.00 | $0.00 | $20,470.00 | |
| 0086 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,913.000 | 1,913.000 | 98.950 | $17.00 | $0.00 | $1,682.15 | |
| 0087 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 102,001.000 | 102,499.000 | 97,445.580 | $1.30 | $0.00 | $126,679.25 | |
| 0088 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 1,012.000 | 1,086.670 | 2,522.790 | $16.00 | $0.00 | $40,364.64 | |
| 0089 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 658.000 | 1,458.000 | 800.000 | $16.00 | $0.00 | $12,800.00 | |
| 0090 | REMOVAL OF 4" CONCRETE DIVIDING STRIP | 619(B) 6130 | SY | 377.000 | 377.000 | 377.000 | $14.00 | $0.00 | $5,278.00 | |
| 0091 | REMOVE AND RESET CATTLE GUARD | 619(B) 8610 | EA | 3.000 | 3.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
| 0092 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,200.000 | 2,320.000 | 1,447.000 | $2.00 | $0.00 | $2,894.00 | |
| 0093 | PIPE RAILING | 622(A) 4746 | LF | 209.000 | 209.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
| 0094 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 24,483.000 | 24,483.000 | 17,529.920 | $3.50 | $0.00 | $61,354.72 | |
| 0095 | FENCE-STYLE CLF (6'HIGH, CLASS B) | 624(E) 4293 | LF | 420.000 | 420.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
| 0096 | GATES-STYLE CLF (6'HIGH X 18'LONG) | 624(F) 5966 | EA | 4.000 | 4.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
| 0097 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 0.000 | $180.00 | $0.00 | $0.00 | |
| 0098 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 2.000 | 2.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 8002 | GEOTEXTILE REINFORCEMENT | 326(A) 0100 | SY | 0.000 | 8,030.000 | 8,041.730 | $6.82 | $0.00 | $54,844.60 | |
| 8006 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 1,450.000 | 1,113.240 | $72.14 | $0.00 | $80,309.13 | |
| 8007 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 0.000 | 940.000 | 257.320 | $115.70 | $0.00 | $29,771.92 | |
| 8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 1,376.000 | 61.010 | 496.030 | $90.01 | $5,491.51 | $44,647.67 |
| 8009 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 0.000 | 615.000 | 298.100 | $147.31 | $0.00 | $43,913.11 | |
| 8010 | (PL) GATE | 624(H) 5920 | EA | 0.000 | 1.000 | 0.000 | $4,905.20 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $5,491.51 | $16,670,406.80 | ||||||||
| Fed/State Project Number: STP-155C(569)SS | Project: 14964(08) | Category: 0101/CABLE BARRIER | ||||||||
| 0099 | CLASS AA CONCRETE | 509(A) 0319 | CY | 119.000 | 121.700 | 147.570 | $575.00 | $0.00 | $84,852.75 | |
| 0100 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 13,694.000 | 13,452.000 | 13,374.000 | $6.75 | $0.00 | $90,274.50 | |
| 0101 | END ANCHORS | 628(C) 5110 | EA | 18.000 | 24.000 | 26.000 | $1,500.00 | $0.00 | $39,000.00 | |
| 0102 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 0.000 | $3,500.00 | $0.00 | $0.00 | |
| 8004 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 0.000 | 606.000 | 606.000 | $7.38 | $0.00 | $4,472.28 | |
| Subtotals For Category 0101/CABLE BARRIER | $0.00 | $218,599.53 | ||||||||
| Fed/State Project Number: STP-155C(569)SS | Project: 14964(08) | Category: 0200/BRIDGE 'D' (NBI# 32010) | ||||||||
| 0103 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 4,030.000 | 4,030.000 | 3,270.050 | $5.00 | $0.00 | $16,350.25 | |
| 0104 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 655.200 | 655.200 | 813.720 | $20.00 | $0.00 | $16,274.40 | |
| 0105 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,524.000 | 1,524.000 | 1,524.300 | $235.00 | $0.00 | $358,210.50 | |
| 0106 | REINFORCING STEEL | 511(A) 1332 | LB | 251,420.000 | 251,420.000 | 251,420.000 | $1.00 | $0.00 | $251,420.00 | |
| Subtotals For Category 0200/BRIDGE 'D' (NBI# 32010) | $0.00 | $642,255.15 | ||||||||
| Fed/State Project Number: STP-155C(569)SS | Project: 14964(08) | Category: 0300/TRAFFIC SIGNALS | ||||||||
| 0107 | 1" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8332 | LF | 120.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
| 0108 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 325.000 | 0.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
| 0109 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,320.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0110 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 700.000 | 700.000 | 700.000 | $4.25 | $0.00 | $2,975.00 | |
| 0111 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 1,315.000 | 1,315.000 | 1,690.000 | $19.00 | $0.00 | $32,110.00 | |
| 0112 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 200.000 | 200.000 | 200.000 | $10.50 | $0.00 | $2,100.00 | |
| 0113 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 11.000 | 0.000 | 0.000 | 12.000 | $460.00 | $0.00 | $5,520.00 |
| 0114 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 9.000 | 13.000 | 14.000 | $560.00 | $0.00 | $7,840.00 | |
| 0115 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 88.900 | 88.900 | 97.000 | $525.00 | $0.00 | $50,925.01 | |
| 0116 | REINFORCING STEEL | 804(B) 2916 | LB | 12,753.600 | 12,753.600 | 13,880.400 | $1.60 | $0.00 | $22,208.64 | |
| 0117 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
| 0118 | 32'MH POLE 50'TS & 10'LMA(G.STL.) | 806(A) 8314 | EA | 2.000 | 2.000 | 2.000 | $17,000.00 | $0.00 | $34,000.00 | |
| 0119 | 32'MH POLE,55'TS & 10'LMA(G.STL.) | 806(A) 8353 | EA | 10.000 | 10.000 | 10.000 | $17,000.00 | $0.00 | $170,000.00 | |
| 0120 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 6.000 | 6.000 | 7.000 | $825.00 | $0.00 | $5,775.00 | |
| 0121 | 12' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8896 | EA | 4.000 | 4.000 | 4.000 | $980.00 | $0.00 | $3,920.00 | |
| 0122 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 12.000 | 12.000 | 11.000 | $560.00 | $0.00 | $6,160.00 | |
| 0123 | SERVICE POLE | 810(A) 3118 | EA | 3.000 | 3.000 | 9.000 | $1,800.00 | $0.00 | $16,200.00 | |
| 0124 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 600.000 | 600.000 | 600.000 | $2.30 | $0.00 | $1,380.00 | |
| 0125 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 6,945.000 | 6,945.000 | 6,945.000 | $1.10 | $0.00 | $7,639.50 | |
| 0126 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $36,000.00 | $0.00 | $108,000.00 | |
| 0127 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
| 0128 | VEHICLE LOOP DETECTOR | 828(A) 8142 | EA | 12.000 | 0.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
| 0129 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 4,315.000 | 0.000 | 0.000 | $5.25 | $0.00 | $0.00 | |
| 0130 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 16.000 | 16.000 | 16.000 | $685.00 | $0.00 | $10,960.00 | |
| 0131 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 28.000 | 28.000 | 28.000 | $675.00 | $0.00 | $18,900.00 | |
| 0132 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 12.000 | 12.000 | 12.000 | $685.00 | $0.00 | $8,220.00 | |
| 0133 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 2.000 | 2.000 | 2.000 | $685.00 | $0.00 | $1,370.00 | |
| 0134 | 1WAY 4SEC. ADJ. SIG. HD.S-13 | 831 8280 | EA | 3.000 | 3.000 | 3.000 | $860.00 | $0.00 | $2,580.00 | |
| 0135 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
| 0136 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 16.000 | 16.000 | 16.000 | $550.00 | $0.00 | $8,800.00 | |
| 0137 | BACKPLATE | 833 3030 | EA | 49.000 | 49.000 | 49.000 | $180.00 | $0.00 | $8,820.00 | |
| 0138 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 8,735.000 | 8,735.000 | 8,735.000 | $1.55 | $0.00 | $13,539.25 | |
| 0139 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 1,630.000 | 2,230.000 | 2,230.000 | $2.00 | $0.00 | $4,460.00 | |
| 0140 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 3,155.000 | 3,155.000 | 3,155.000 | $4.50 | $0.00 | $14,197.50 | |
| 0141 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 4,655.000 | 4,655.000 | 4,655.000 | $1.35 | $0.00 | $6,284.25 | |
| 0142 | REGULATORY OR WARNING SIGN ASSEMBLY | 836 8425 | EA | 12.000 | 12.000 | 12.000 | $3,000.00 | $0.00 | $36,000.00 | |
| 0143 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 5.000 | $1,100.00 | $0.00 | $5,500.00 | |
| 0144 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 12.000 | 12.000 | 12.000 | $550.00 | $0.00 | $6,600.00 | |
| 0145 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 4,100.000 | 4,100.000 | 4,100.000 | $1.85 | $0.00 | $7,585.00 | |
| 0146 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 6.000 | 6.000 | 6.000 | $1,850.00 | $0.00 | $11,100.00 | |
| 0147 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 187.500 | 187.500 | 206.500 | $39.00 | $0.00 | $8,053.50 | |
| 8001 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 0.000 | 1.000 | 1.000 | $44,073.25 | $0.00 | $44,073.25 | |
| Subtotals For Category 0300/TRAFFIC SIGNALS | $0.00 | $831,595.90 | ||||||||
| Fed/State Project Number: STP-155C(569)SS | Project: 14964(08) | Category: 0301/SIGNING AND STRIPING | ||||||||
| 0148 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 15.820 | 18.040 | 13.520 | $290.00 | $0.00 | $3,920.80 | |
| 0149 | REINFORCING STEEL | 804(B) 2916 | LB | 1,608.000 | 1,608.000 | 1,368.000 | $1.35 | $0.00 | $1,846.80 | |
| 0150 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 805(D) 8760 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 0151 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 832.700 | 1,034.700 | 82.000 | 993.100 | $23.00 | $1,886.00 | $22,841.30 |
| 0152 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 509.000 | 923.000 | 452.500 | $10.00 | $0.00 | $4,525.00 | |
| 0153 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 855.000 | 855.000 | 184.000 | 402.614 | $12.00 | $2,208.00 | $4,831.37 |
| 0154 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 90.000 | 90.000 | 76.080 | $14.00 | $0.00 | $1,065.12 | |
| 0155 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 20,660.000 | 20,660.000 | 10,411.000 | $0.45 | $0.00 | $4,684.95 | |
| 0156 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 87,679.000 | 87,679.000 | 87,232.000 | $0.50 | $0.00 | $43,616.00 | |
| 0157 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 720.000 | 720.000 | 1,182.000 | $1.05 | $0.00 | $1,241.10 | |
| 0158 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 4,054.000 | 4,054.000 | 3,956.000 | $1.45 | $0.00 | $5,736.20 | |
| 0159 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 1,755.000 | 1,755.000 | 583.000 | $3.05 | $0.00 | $1,778.15 | |
| 0160 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B) 8860 | EA | 123.000 | 123.000 | 55.000 | $260.00 | $0.00 | $14,300.00 | |
| Subtotals For Category 0301/SIGNING AND STRIPING | $4,094.00 | $111,886.79 | ||||||||
| Fed/State Project Number: STP-155C(569)SS | Project: 14964(08) | Category: 0302/TRAFFIC CONTROL | ||||||||
| 0161 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 16,630.000 | 16,630.000 | 126,049.000 | $0.15 | $0.00 | $18,907.35 | |
| 0162 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 578,650.000 | 578,650.000 | 2,216.000 | $0.95 | $0.00 | $2,105.20 | |
| 0163 | REMOVABLE PAVEMENT MARKING TAPE(ARROWS) | 857(C) 8860 | EA | 82.000 | 82.000 | 10.000 | $140.00 | $0.00 | $1,400.00 | |
| 0164 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 20,000.000 | 20,000.000 | 4,038.000 | $0.45 | $0.00 | $1,817.10 | |
| 0165 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 60,000.000 | 60,000.000 | 25,386.000 | $0.15 | $0.00 | $3,807.91 | |
| 0166 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 2,250.000 | 2,250.000 | 1,434.000 | $20.00 | $0.00 | $28,680.00 | |
| 0167 | (SP) RELOCATION OF IMPACT ATTENUATOR | 871(C) 8709 | EA | 10.000 | 10.000 | 2.000 | $415.00 | $0.00 | $830.00 | |
| 0168 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 7,135.000 | 7,135.000 | 4,220.000 | $9.00 | $0.00 | $37,980.00 | |
| 0169 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 2,000.000 | 2,000.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
| 0170 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 535.000 | 535.000 | 391.000 | $2.25 | $0.00 | $879.75 | |
| 0171 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 35,490.000 | 35,490.000 | 29,607.000 | $0.02 | $0.00 | $592.14 | |
| 0172 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 54,075.000 | 54,075.000 | 22,906.000 | $0.02 | $0.00 | $458.12 | |
| 0173 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 26,710.000 | 26,710.000 | 39,972.000 | $4.00 | $0.00 | $159,888.00 | |
| 0174 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 73,865.000 | 73,865.000 | 23,329.000 | $0.03 | $0.00 | $699.87 | |
| 0175 | WING BARRICADES | 880(C) 8848 | SD | 8,560.000 | 8,560.000 | 9,075.000 | $0.02 | $0.00 | $181.50 | |
| 0176 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 174,440.000 | 174,440.000 | 78,757.000 | $0.02 | $0.00 | $1,575.14 | |
| 0177 | DRUMS | 880(F) 8878 | SD | 44,835.000 | 44,835.000 | 56,024.000 | $0.30 | $0.00 | $16,807.20 | |
| 0178 | CHANNELIZER CONES | 880(G) 8890 | SD | 77,450.000 | 77,450.000 | 114,853.000 | $0.20 | $0.00 | $22,970.60 | |
| 0179 | SURVEILLANCE TRAFFIC CONTROL | 880(K) 8908 | SD | 535.000 | 535.000 | 572.000 | $350.00 | $0.00 | $200,200.00 | |
| 0180 | (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 880(N) 0100 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
| 0181 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 2,140.000 | 2,140.000 | 866.000 | $4.15 | $0.00 | $3,593.90 | |
| 8000 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 0.000 | 1.000 | 1.000 | $3,850.00 | $0.00 | $3,850.00 | |
| Subtotals For Category 0302/TRAFFIC CONTROL | $0.00 | $647,223.78 | ||||||||
| Fed/State Project Number: STP-155C(569)SS | Project: 14964(08) | Category: 0600/STAKING | ||||||||
| 0182 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $88,000.00 | $0.00 | $79,200.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $79,200.00 | ||||||||
| Fed/State Project Number: STP-155C(569)SS | Project: 14964(08) | Category: 0640/CONSTRUCTION | ||||||||
| 0183 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
| 0184 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $531,000.00 | $0.00 | $531,000.00 | |
| 8005 | MOBILIZATION | 641 1399 | LSUM | 0.000 | 1.000 | 1.000 | $45,498.83 | $0.00 | $45,498.83 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $616,498.83 | ||||||||
| Subtotals For Project STP-155C(569)SS /14964(08) | $9,585.51 | $19,817,666.78 | ||||||||