| Contract ID: | 220254 | Estimate Number: | 0040 | Contract No: | N74067 | |||
| Residency: | ANTLERS (02100) | Estimate Type: | Progressive | Account No: | 400200 | |||
| Project Number(s): | NHPP-245N(006)PM | ||||||||||||
| Primary Job Piece No: | 24409(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-3: FROM 0.2 MILES NORTHWEST OF THE SH-98 JUNCTION, EXTEND SOUTHEAST NEAR BROKEN BOW. PROJECT LENGTH = 1.877 MILES | ||||||||||||
| Primary County: | MCCURTAIN | ||||||||||||
| Name of Road: | SH-3 | ||||||||||||
| Prime Contractor: | BRIDGECO CONTRACTORS, INC. | ||||||||||||
| P.O. BOX 119 | |||||||||||||
| WELLSTON , OK 74881 | |||||||||||||
| Surety Company: | RLI INSURANCE COMPANY | ||||||||||||
| Date Let: | 08/18/2022 | NTP Effective Date: | 01/09/2023 | Pay Period: | 07/16/2024 TO 07/31/2024 |
| Date Awarded: | 09/06/2022 | Date Work Began: | 11/29/2022 | Original Contract Time: | 465 |
| Date Contract Executed: | 09/16/2022 | Date Time Stopped: | Current Time Charged: | 390.00 | |
| Date NTP Issued: | 09/22/2022 | Completion Date: | Current Time Allowed: | 525.00 | |
| General Liability Expires: | 08/01/2025 | Workman's Comp Expires: | 08/01/2025 | Percent Time Used: | 74.29 % |
| Specification Year: | 2019 | Date Approved: | 08/02/2024 | ||
| Bid Amount: | $19,357,492.62 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $20,207,227.44 | Participating: | $15,511,836.79 | $15,325,799.24 | $186,037.55 | ||
| Percent Complete: | 76.36 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $4,777,721.21 | Total Earnings: | $15,511,836.79 | $15,325,799.24 | $186,037.55 | ||
| Stockpiled Materials: | $84,065.33 | $84,065.33 | $0.00 | ||||
| Gross Earnings: | $15,595,902.12 | $15,409,864.57 | $186,037.55 | ||||
| Other Adjustments: | $-166,395.89 | $-166,395.89 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $15,429,506.23 | $15,243,468.68 | $186,037.55 | ||||
| Contract ID: | 220254 | Estimate Number: | 0040 | Primary JP: | 24409(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Changing Traffic stripe(plastic) to (multi-poly.) | Approved | 12/16/2022 | 0.0 | $63,801.21 |
| 002 | Unclassified Borrow | Approved | 04/04/2023 | 60.0 | $672,605.00 |
| 003 | Adding new pay items due to Engineer error/omission in plans | Approved | 05/01/2023 | 0.0 | $78,328.61 |
| 004 | Adding a new pay item | Approved | 05/01/2023 | 0.0 | $35,000.00 |
| 005 | Impact Attenuator | Pending | 0 | 1.0 | $1,485.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 24409(04) | 0110 | FABRIC, GSR | Stockpiled Material Adjustment | 0012 | $-330.48 |
| 24409(04) | 0110 | FABRIC, GSR | Stockpiled Material Adjustment | 0033 | $-18,398.05 |
| 24409(04) | 0110 | FABRIC, GSR | Stockpiled Material Initial Payment | 0006 | $48,785.22 |
| 24409(04) | 0110 | FABRIC, GSR | Stockpiled Material Adjustment | 0026 | $-6,841.41 |
| 24409(04) | 0110 | FABRIC, GSR | Stockpiled Material Adjustment | 0013 | $-15,868.09 |
| 24409(04) | 0190 | HCC-AA-AE(IA) | Stockpiled Material Initial Payment | 0007 | $148,672.00 |
| 24409(04) | 0190 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0007 | $-48,240.00 |
| 24409(04) | 0190 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0020 | $-5,140.00 |
| 24409(04) | 0190 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0018 | $-15,092.00 |
| 24409(04) | 0190 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0017 | $-780.00 |
| 24409(04) | 0190 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0015 | $-57,948.00 |
| 24409(04) | 0190 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0009 | $-1,600.00 |
| 24409(04) | 0210 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-14,191.09 |
| 24409(04) | 0210 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $36,437.17 |
| 24409(04) | 0210 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0020 | $-4,632.31 |
| 24409(04) | 0210 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0018 | $-21.50 |
| 24409(04) | 0210 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-17,592.27 |
| 24409(04) | 0230 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $7,050.00 |
| 24409(04) | 0230 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0009 | $-7,050.00 |
| 24409(04) | 0230 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0009 | $-15,750.00 |
| 24409(04) | 0230 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $15,750.00 |
| 24409(04) | 0240 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0008 | $-1,484.00 |
| 24409(04) | 0240 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0008 | $-22,260.00 |
| 24409(04) | 0240 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0009 | $-17,808.00 |
| 24409(04) | 0240 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $22,260.00 |
| 24409(04) | 0240 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $19,292.00 |
| 24409(04) | 0250 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0011 | $-8,547.00 |
| 24409(04) | 0250 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $8,547.00 |
| 24409(04) | 0260 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0009 | $-3,276.00 |
| 24409(04) | 0260 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0009 | $-10,374.00 |
| 24409(04) | 0260 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $10,374.00 |
| 24409(04) | 0260 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0008 | $3,276.00 |
| 24409(04) | 0270 | PIPE-CMP | Stockpiled Material Initial Payment | 0008 | $7,288.40 |
| 24409(04) | 0270 | PIPE-CMP | Stockpiled Material Adjustment | 0008 | $-5,260.80 |
| 24409(04) | 0270 | PIPE-CMP | Stockpiled Material Initial Payment | 0008 | $17,590.80 |
| 24409(04) | 0280 | PIPE-CMP | Stockpiled Material Adjustment | 0008 | $-1,594.00 |
| 24409(04) | 0280 | PIPE-CMP | Stockpiled Material Initial Payment | 0008 | $1,594.00 |
| 24409(04) | 0290 | PIPE-CMP | Stockpiled Material Initial Payment | 0008 | $599.40 |
| 24409(04) | 0300 | 43"X26" PREFAB. CULVERT END SEC., ARCH | Stockpiled Material Adjustment | 0011 | $-2,790.00 |
| 24409(04) | 0300 | 43"X26" PREFAB. CULVERT END SEC., ARCH | Stockpiled Material Initial Payment | 0008 | $5,580.00 |
| 24409(04) | 0310 | 51'X31' PREFAB. CULVERT END SEC., ARCH | Stockpiled Material Initial Payment | 0008 | $4,365.00 |
| 24409(04) | 0310 | 51'X31' PREFAB. CULVERT END SEC., ARCH | Stockpiled Material Adjustment | 0009 | $-4,365.00 |
| 24409(04) | 0320 | 36' PREFAB.CULVERT END SEC., ROUND | Stockpiled Material Initial Payment | 0008 | $10,240.00 |
| 24409(04) | 0320 | 36' PREFAB.CULVERT END SEC., ROUND | Stockpiled Material Adjustment | 0009 | $-2,560.00 |
| 24409(04) | 0330 | 60' PREFAB. CULVERT END SEC., ROUND | Stockpiled Material Initial Payment | 0008 | $5,220.00 |
| 24409(04) | 0330 | 60' PREFAB. CULVERT END SEC., ROUND | Stockpiled Material Adjustment | 0009 | $-5,220.00 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $267,400.00 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $-174,650.00 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0009 | $-92,750.00 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0006 | $174,658.00 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $-145,645.63 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0004 | $436,645.00 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0011 | $-174,366.12 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0009 | $-291.88 |
| 24409(04) | 0520 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0009 | $-290,999.37 |
| 24409(04) | 0530 | HCC-AA-AE(IA) | Stockpiled Material Adjustment | 0021 | $-23,339.60 |
| 24409(04) | 0530 | HCC-AA-AE(IA) | Stockpiled Material Initial Payment | 0008 | $23,339.60 |
| 24409(04) | 0550 | REBAR-GR60 | Stockpiled Material Initial Payment | 0002 | $17,591.00 |
| 24409(04) | 0550 | REBAR-GR60 | Stockpiled Material Adjustment | 0022 | $-17,591.00 |
| 24409(04) | 0550 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0022 | $-25,999.92 |
| 24409(04) | 0550 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $25,999.92 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-64,969.90 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0005 | $805,340.00 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-805,340.00 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0006 | $64,969.90 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $25,317.78 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-25,317.78 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0013 | $268,401.72 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-139,998.48 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0014 | $139,998.48 |
| 24409(04) | 0560 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-268,401.72 |
| 24409(04) | 0570 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0002 | $23,914.00 |
| 24409(04) | 0570 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0011 | $-23,914.00 |
| 24409(04) | 0570 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-9,835.00 |
| 24409(04) | 0570 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-19,670.00 |
| 24409(04) | 0570 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0011 | $-49,175.00 |
| 24409(04) | 0570 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $78,680.00 |
| 24409(04) | 0580 | STAINLESS STEEL EXP. BEARING ASSEMBLY | Stockpiled Material Initial Payment | 0007 | $78,680.00 |
| 24409(04) | 0580 | STAINLESS STEEL EXP. BEARING ASSEMBLY | Stockpiled Material Adjustment | 0023 | $-19,670.00 |
| 24409(04) | 0580 | STAINLESS STEEL EXP. BEARING ASSEMBLY | Stockpiled Material Adjustment | 0016 | $-9,835.00 |
| 24409(04) | 0580 | STAINLESS STEEL EXP. BEARING ASSEMBLY | Stockpiled Material Adjustment | 0011 | $-49,175.00 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-61,000.00 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-35,502.00 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $96,502.00 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-8,070.40 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $131,896.72 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-25,695.30 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-74,910.66 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0008 | $138,580.99 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0012 | $-16,108.79 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-7,111.57 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-12,445.26 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0020 | $-115,961.71 |
| 24409(04) | 0620 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-10,174.02 |
| 24409(04) | 0670 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-26,343.90 |
| 24409(04) | 0670 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $42,540.52 |
| 24409(04) | 0670 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-16,196.62 |
| 24409(04) | 0670 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $14,448.00 |
| 24409(04) | 0670 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-14,448.00 |
| 24409(04) | 0690 | SEALED EXPANSION JOINTS | Stockpiled Material Adjustment | 0023 | $-30,458.40 |
| 24409(04) | 0690 | SEALED EXPANSION JOINTS | Stockpiled Material Initial Payment | 0007 | $30,458.40 |
| 24409(04) | 0800 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-23,700.00 |
| 24409(04) | 0800 | REBAR-GR60 | Stockpiled Material Adjustment | 0005 | $-20,632.43 |
| 24409(04) | 0800 | REBAR-GR60 | Stockpiled Material Adjustment | 0003 | $-23,700.00 |
| 24409(04) | 0800 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $68,032.43 |
| 24409(04) | 8000 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0006 | $18,440.64 |
| 24409(04) | 8000 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0008 | $-4,003.56 |
| 24409(04) | 8000 | PIPE-CV/DR (AML) | Stockpiled Material Adjustment | 0008 | $-4,631.22 |
| 24409(04) | 8000 | PIPE-CV/DR (AML) | Stockpiled Material Initial Payment | 0007 | $10,104.48 |
| 24409(04) | 8001 | 24" PREFAB CULVERT END SEC., ROUND | Stockpiled Material Initial Payment | 0007 | $6,248.00 | Subtotals For Stockpile Payments | $84,065.33 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 24409(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 42,850.00 | $-0.25 | $-10,913.90 |
| 24409(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 27,150.00 | $-0.25 | $-6,915.11 |
| 24409(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 3,000.00 | $-0.25 | $-773.10 |
| 24409(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0013 | 3,098.87 | $-0.21 | $-668.43 |
| 24409(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0030 | 4,370.00 | $-0.38 | $-1,702.99 |
| 24409(04) | 0020 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0031 | 2,665.00 | $-0.27 | $-734.74 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0008 | 17,696.00 | $-0.25 | $-4,507.17 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 29,316.00 | $-0.25 | $-7,466.79 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 56,024.00 | $-0.25 | $-14,437.39 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0011 | 48,272.00 | $-0.25 | $-12,439.69 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0012 | 31,104.00 | $-0.21 | $-6,709.13 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0013 | 3,098.87 | $-0.21 | $-668.43 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0014 | -10,000.00 | $-0.30 | $3,087.00 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0015 | -21,000.00 | $-0.30 | $6,482.70 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0016 | -5,300.00 | $-0.33 | $1,795.11 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0017 | -11,856.86 | $-0.33 | $4,015.92 |
| 24409(04) | 0030 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0028 | 482.09 | $-0.32 | $-158.95 |
| 24409(04) | 0150 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 1,492.85 | $-6.52 | $-9,741.22 |
| 24409(04) | 0150 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0035 | 1,626.20 | $-6.74 | $-10,961.00 |
| 24409(04) | 0150 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0036 | 1,312.17 | $-6.74 | $-8,844.35 |
| 24409(04) | 0150 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0038 | 659.44 | $-6.74 | $-4,444.79 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 3,094.00 | $-4.91 | $-15,200.05 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 540.59 | $-6.52 | $-3,527.49 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 1,800.71 | $-6.52 | $-11,750.08 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 141.11 | $-6.52 | $-920.78 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 672.00 | $-6.52 | $-4,384.97 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 3,784.23 | $-6.74 | $-25,506.66 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 507.91 | $-6.74 | $-3,423.44 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 661.47 | $-6.74 | $-4,458.47 |
| 24409(04) | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0039 | 396.13 | $-6.74 | $-2,670.02 |
| 24409(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 333.61 | $-5.71 | $-1,905.75 |
| 24409(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 517.04 | $-7.58 | $-3,923.04 |
| 24409(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 234.94 | $-7.58 | $-1,782.61 |
| 24409(04) | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 22.06 | $-7.58 | $-167.38 |
| 24409(04) | 0770 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 1,000.00 | $-0.06 | $-68.70 | Subtotals For Line Item Adjustments | $-166,395.89 |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| No milestones exist for this contract. | |||||||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 220254 | Estimate Number: | 0040 | Primary JP: | 24409(04) | |||
| Contract Item | Prj Item | 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: NHPP-245N(006)PM | Project: 24409(04) | Category: 0100/ROADWAY | |||||||||
| 0010 | 0010 | CLEARING AND GRUBBING | 201(A)1200 | LSUM | 1.000 | 1.000 | 0.950 | $127,075.00 | $0.00 | $120,721.25 | |
| 0020 | 0020 | UNCLASSIFIED EXCAVATION | 202(A)2200 | CY | 124,785.000 | 124,785.000 | 83,133.870 | $8.90 | $0.00 | $739,891.44 | |
| 0030 | 0030 | UNCLASSIFIED BORROW | 202(D)2500 | CY | 126,144.000 | 191,764.000 | 138,336.100 | $10.25 | $0.00 | $1,417,945.02 | |
| 0040 | 0040 | TYPE A-SALVAGED TOPSOIL | 205(A)6200 | LSUM | 1.000 | 1.000 | 0.000 | 0.750 | $99,500.00 | $0.00 | $74,625.00 |
| 0050 | 0050 | TEMPORARY SILT FENCE | 221(B)2300 | LF | 6,309.000 | 6,309.000 | 4,173.000 | $2.90 | $0.00 | $12,101.70 | |
| 0060 | 0060 | TEMPORARY SILT DIKE | 221(E)2600 | LF | 504.000 | 504.000 | 189.000 | $15.95 | $0.00 | $3,014.55 | |
| 0070 | 0070 | SOLID SLAB SODDING | 230(A)7200 | SY | 133,484.000 | 133,484.000 | 68,505.420 | $3.02 | $0.00 | $206,886.37 | |
| 0080 | 0080 | VEGETATIVE MULCHING | 233(A)0200 | AC | 28.000 | 28.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
| 0090 | 0090 | MOWING | 241 3100 | AC | 56.000 | 56.000 | 0.000 | $415.00 | $0.00 | $0.00 | |
| 0100 | 0100 | AGGREGATE BASE TYPE A | 303(A)1200 | CY | 19,354.000 | 19,354.000 | 15,720.150 | $76.75 | $0.00 | $1,206,521.52 | |
| 0110 | 0110 | GEOTEXTILE REINFORCEMENT | 326(A)1200 | SY | 74,745.000 | 74,745.000 | 64,286.890 | $5.35 | $0.00 | $343,934.86 | |
| 0120 | 0120 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E)2600 | TON | 12,988.000 | 12,988.000 | 6,500.410 | $32.61 | $0.00 | $211,978.37 | |
| 0130 | 0130 | TACK COAT | 407(B)7300 | GAL | 7,630.000 | 7,630.000 | 0.000 | 3,721.000 | $6.10 | $0.00 | $22,698.10 |
| 0140 | 0140 | PRIME COAT | 408 8100 | GAL | 39,561.000 | 39,561.000 | 11,207.000 | $6.99 | $0.00 | $78,336.93 | |
| 0150 | 0150 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B)1320 | TON | 5,436.000 | 5,436.000 | 0.000 | 5,090.660 | $146.84 | $0.00 | $747,512.51 |
| 0160 | 0160 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B)1330 | TON | 15,682.000 | 15,682.000 | 0.000 | 11,598.150 | $131.86 | $0.00 | $1,529,332.05 |
| 0170 | 0170 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C)1420 | TON | 3,081.000 | 3,081.000 | 0.000 | $168.13 | $0.00 | $0.00 | |
| 0180 | 0180 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C)1430 | TON | 3,392.000 | 3,392.000 | 0.000 | 1,107.650 | $138.10 | $0.00 | $152,966.46 |
| 0190 | 0190 | CLASS AA CONCRETE | 509(A)0200 | CY | 322.000 | 322.000 | 322.000 | $450.00 | $0.00 | $144,900.00 | |
| 0200 | 0200 | CLASS C CONCRETE | 509(D)0500 | CY | 538.000 | 538.000 | 59.000 | $345.00 | $0.00 | $20,355.00 | |
| 0210 | 0210 | REINFORCING STEEL | 511(A)2200 | LB | 49,486.000 | 49,486.000 | 49,486.000 | $1.36 | $0.00 | $67,300.95 | |
| 0220 | 0220 | JUNCTION BOXES | 611(L)1600 | CF | 135.000 | 135.000 | 0.000 | $118.45 | $0.00 | $0.00 | |
| 0230 | 0230 | 36" R.C.PIPE CLASS III | 613(A)5224 | LF | 275.000 | 275.000 | 248.000 | $186.70 | $0.00 | $46,301.60 | |
| 0240 | 0240 | 60" R.C.PIPE CLASS III | 613(A)5240 | LF | 159.000 | 159.000 | 144.000 | $464.52 | $0.00 | $66,890.88 | |
| 0250 | 0250 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A)5370 | LF | 59.000 | 59.000 | 176.000 | $288.00 | $0.00 | $50,688.00 | |
| 0260 | 0260 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A)5374 | LF | 60.000 | 60.000 | 64.000 | $340.15 | $0.00 | $21,769.60 | |
| 0270 | 0270 | 24" CORR. GALV. STEEL PIPE | 613(B)5516 | LF | 1,149.000 | 702.000 | 96.000 | $68.51 | $0.00 | $6,576.96 | |
| 0280 | 0280 | 30" CORR. GALV. STEEL PIPE | 613(B)5524 | LF | 90.000 | 90.000 | 90.000 | $79.70 | $0.00 | $7,173.00 | |
| 0290 | 0290 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B)5612 | LF | 36.000 | 36.000 | 0.000 | $20.81 | $0.00 | $0.00 | |
| 0300 | 0300 | 43" X 26" PREFAB. CULVERT END SEC., ARCH | 613(L)6648 | EA | 2.000 | 2.000 | 1.000 | $3,100.00 | $0.00 | $3,100.00 | |
| 0310 | 0310 | 51" X 31" PREFAB. CULVERT END SEC., ARCH | 613(L)6656 | EA | 2.000 | 2.000 | 2.000 | $4,850.00 | $0.00 | $9,700.00 | |
| 0320 | 0320 | 36" PREFAB. CULVERT END SEC., ROUND | 613(L)6728 | EA | 4.000 | 4.000 | 3.000 | $3,200.00 | $0.00 | $9,600.00 | |
| 0330 | 0330 | 60" PREFAB. CULVERT END SEC., ROUND | 613(L)6744 | EA | 2.000 | 2.000 | 1.000 | $5,800.00 | $0.00 | $5,800.00 | |
| 0340 | 0340 | TYPE B4 CULVERT END TREATMENT | 613(M)6964 | EA | 32.000 | 22.000 | 0.000 | $1,850.00 | $0.00 | $0.00 | |
| 0350 | 0350 | TYPE C4 CULVERT END TREATMENT | 613(M)6968 | EA | 2.000 | 2.000 | 2.000 | $2,850.00 | $0.00 | $5,700.00 | |
| 0360 | 0360 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A)6200 | LSUM | 1.000 | 1.000 | 0.700 | $23,500.00 | $0.00 | $16,450.00 | |
| 0370 | 0370 | REMOVAL OF CONCRETE PAVEMENT | 619(B)6360 | SY | 50.000 | 50.000 | 50.000 | $12.47 | $0.00 | $623.50 | |
| 0380 | 0380 | REMOVAL OF ASPHALT PAVEMENT | 619(B)6364 | SY | 44,455.000 | 44,455.000 | 26,921.840 | 41,519.280 | $6.34 | $170,684.47 | $263,232.25 |
| 0390 | 0390 | REMOVAL OF GUARDRAIL | 619(B)6396 | LF | 640.000 | 640.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0400 | 0400 | REMOVE AND RESET CATTLE GUARD | 619(B)6508 | EA | 1.000 | 1.000 | 0.000 | $2,850.00 | $0.00 | $0.00 | |
| 0410 | 0410 | SAWING PAVEMENT | 619(C)6600 | LF | 48.000 | 48.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
| 0420 | 0420 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A)1200 | LF | 775.000 | 775.000 | 0.000 | 375.000 | $34.93 | $0.00 | $13,098.75 |
| 0430 | 0430 | GUARDRAIL END TREATMENT (31") | 623(G)1820 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $4,500.00 | $0.00 | $9,000.00 |
| 0440 | 0440 | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | 623(I)2050 | EA | 4.000 | 4.000 | 0.000 | 2.000 | $2,950.00 | $0.00 | $5,900.00 |
| 0450 | 0450 | FENCE-STYLE SWF (4 BARBED WIRE) | 624(C)3400 | LF | 625.000 | 625.000 | 0.000 | $8.50 | $0.00 | $0.00 | |
| 0460 | 0460 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C)3405 | LF | 3,743.000 | 3,743.000 | 2,050.000 | $14.00 | $0.00 | $28,700.00 | |
| 0470 | 0470 | MAILBOX INSTALLATION-SINGLE | 629(A)7200 | EA | 12.000 | 12.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
| 0480 | 0480 | MAILBOX | 629(E)7600 | EA | 12.000 | 12.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0490 | 0490 | DELINEATORS(TYPE 2, CODE 1) | 853 5115 | EA | 18.000 | 18.000 | 9.000 | $27.00 | $0.00 | $243.00 | |
| 8000 | 8000 | 24" R.C.PIPE CLASS III | 613(A)5216 | LF | 0.000 | 447.000 | 66.000 | $145.16 | $0.00 | $9,580.56 | |
| 8001 | 8001 | 24" PREFAB. CULVERT END SEC., ROUND | 613(L)6716 | EA | 0.000 | 10.000 | 0.000 | $3,785.00 | $0.00 | $0.00 | |
| 8007 | 8007 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A)1200 | CY | 0.000 | 111.300 | 0.000 | $48.95 | $0.00 | $0.00 | |
| 8008 | 8008 | STANDARD BEDDING MATERIAL, CLASS B | 613(S)7700 | CY | 0.000 | 873.500 | 0.000 | $72.50 | $0.00 | $0.00 | |
| 8009 | 8009 | TRENCH EXCAVATION | 613(V)8000 | CY | 0.000 | 291.300 | 0.000 | $32.79 | $0.00 | $0.00 | |
| 8010 | 8010 | TYPE I-A PLAIN RIPRAP | 601(B)1220 | TON | 0.000 | 500.000 | 470.540 | $70.00 | $0.00 | $32,937.80 | |
| Subtotals For Category 0100/ROADWAY | $170,684.47 | $7,714,087.98 | |||||||||
| Fed/State Project Number: NHPP-245N(006)PM | Project: 24409(04) | Category: 0200/BRIDGE 'A' - NBI NO. 32525 | |||||||||
| 0500 | 0500 | SUBSTRUCTURE EXCAVATION COMMON | 501(B)1300 | CY | 210.000 | 210.000 | 210.000 | $14.00 | $0.00 | $2,940.00 | |
| 0510 | 0510 | CLSM BACKFILL | 501(G)1800 | CY | 312.800 | 312.800 | 312.800 | $190.13 | $0.00 | $59,472.66 | |
| 0520 | 0520 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A)4270 | LF | 3,740.000 | 3,740.000 | 3,740.000 | $350.14 | $0.00 | $1,309,523.61 | |
| 0530 | 0530 | APPROACH SLAB | 504(A)5200 | SY | 281.200 | 281.200 | 281.200 | $283.81 | $0.00 | $79,807.37 | |
| 0540 | 0540 | SAW-CUT GROOVING | 504(B)5300 | SY | 5,074.200 | 5,074.200 | 5,074.200 | $5.15 | $0.00 | $26,132.13 | |
| 0550 | 0550 | CONCRETE RAIL (TR4) | 504(D)5420 | LF | 2,283.300 | 2,283.300 | 2,283.300 | $90.00 | $0.00 | $205,497.00 | |
| 0560 | 0560 | STRUCTURAL STEEL | 506(A)7200 | LB | 698,610.000 | 698,610.000 | 698,610.000 | $2.33 | $0.00 | $1,627,761.30 | |
| 0570 | 0570 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A)8200 | EA | 40.000 | 40.000 | 40.000 | $2,550.00 | $0.00 | $102,000.00 | |
| 0580 | 0580 | STAINLESS STEEL EXP. BEARING ASSEMBLY | 507(B)8300 | EA | 40.000 | 40.000 | 40.000 | $2,550.00 | $0.00 | $102,000.00 | |
| 0590 | 0590 | CLASS AA CONCRETE | 509(A)0210 | CY | 1,342.000 | 1,342.000 | 1,342.000 | $685.00 | $0.00 | $919,270.00 | |
| 0600 | 0600 | CLASS A CONCRETE | 509(B)0320 | CY | 479.200 | 479.200 | 479.200 | $635.00 | $0.00 | $304,292.00 | |
| 0610 | 0610 | REINFORCING STEEL | 511(A)2210 | LB | 2,110.000 | 2,110.000 | 2,110.000 | $1.32 | $0.00 | $2,785.20 | |
| 0620 | 0620 | EPOXY COATED REINFORCING STEEL | 511(B)2310 | LB | 391,590.000 | 391,590.000 | 391,590.000 | $1.52 | $0.00 | $595,216.79 | |
| 0630 | 0630 | PILES, FURNISHED (HP 12X53) | 514(A)5220 | LF | 1,119.000 | 1,119.000 | 1,119.000 | $53.82 | $0.00 | $60,224.58 | |
| 0640 | 0640 | PILES, DRIVEN (HP 12X53) | 514(B)5320 | LF | 1,119.000 | 1,119.000 | 1,047.460 | $16.00 | $0.00 | $16,759.36 | |
| 0650 | 0650 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L)6300 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
| 0660 | 0660 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A)7200 | SY | 4,067.000 | 4,067.000 | 0.000 | $4.95 | $0.00 | $0.00 | |
| 0670 | 0670 | DRILLED SHAFTS 60" DIAMETER | 516(A)8240 | LF | 436.000 | 436.000 | 436.000 | $1,505.33 | $0.00 | $656,323.88 | |
| 0680 | 0680 | CROSSHOLE SONIC LOGGING | 516(C)8400 | EA | 3.000 | 3.000 | 3.000 | $2,250.00 | $0.00 | $6,750.00 | |
| 0690 | 0690 | SEALED EXPANSION JOINTS | 518(B)0300 | LF | 129.500 | 129.500 | 129.500 | $337.56 | $0.00 | $43,714.02 | |
| 0700 | 0700 | SEALER CRACK PREPARATION | 523(A)3200 | LF | 122.400 | 122.400 | 0.000 | $6.70 | $0.00 | $0.00 | |
| 0710 | 0710 | SEALER RESIN | 523(B)3300 | GAL | 1.400 | 1.400 | 0.000 | $265.00 | $0.00 | $0.00 | |
| 0720 | 0720 | TYPE I-A PLAIN RIPRAP | 601(B)1230 | TON | 970.000 | 970.000 | 435.300 | $48.00 | $0.00 | $20,894.40 | |
| 0730 | 0730 | TYPE I-A FILTER BLANKET | 601(C)1310 | TON | 195.000 | 195.000 | 554.585 | $43.00 | $0.00 | $23,847.16 | |
| 0740 | 0740 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H)6205 | LF | 84.000 | 84.000 | 84.000 | $30.00 | $0.00 | $2,520.00 | |
| 0750 | 0750 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I)6310 | LF | 45.000 | 45.000 | 131.000 | $30.00 | $0.00 | $3,930.00 | |
| 0760 | 0760 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D)6700 | LSUM | 1.000 | 1.000 | 0.000 | $395,000.00 | $0.00 | $0.00 | |
| Subtotals For Category 0200/BRIDGE 'A' - NBI NO. 32525 | $0.00 | $6,171,661.46 | |||||||||
| Fed/State Project Number: NHPP-245N(006)PM | Project: 24409(04) | Category: 0201/BRIDGE 'B' - NBI NO. 12991 | |||||||||
| 0770 | 0770 | UNCLASSIFIED EXCAVATION | 202(A)2210 | CY | 2,185.000 | 2,185.000 | 1,000.000 | $8.00 | $0.00 | $8,000.00 | |
| 0780 | 0780 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A)1210 | CY | 395.000 | 395.000 | 365.000 | $14.00 | $0.00 | $5,110.00 | |
| 0790 | 0790 | CLASS AA CONCRETE | 509(A)0210 | CY | 1,133.100 | 1,133.100 | 901.900 | $440.00 | $0.00 | $396,836.00 | |
| 0800 | 0800 | REINFORCING STEEL | 511(A)2210 | LB | 147,830.000 | 147,830.000 | 121,970.000 | $1.32 | $0.00 | $161,000.40 | |
| 0810 | 0810 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B)6312 | LSUM | 1.000 | 1.000 | 0.200 | $38,500.00 | $0.00 | $7,700.00 | |
| Subtotals For Category 0201/BRIDGE 'B' - NBI NO. 12991 | $0.00 | $578,646.40 | |||||||||
| Fed/State Project Number: NHPP-245N(006)PM | Project: 24409(04) | Category: 0300/TRAFFIC CONTROL | |||||||||
| 0811 | 0811 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D)3528 | EA | 5.000 | 5.000 | 0.000 | $175.00 | $0.00 | $0.00 | |
| 0812 | 0812 | SHEET ALUMINUM SIGNS | 850(A)1200 | SF | 42.000 | 42.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
| 0813 | 0813 | 2" SQUARE TUBE POST | 851(C)2415 | LF | 108.000 | 108.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
| 0820 | 0820 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A)7200 | LF | 47,658.000 | 0.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
| 0830 | 0830 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A)7208 | LF | 571.000 | 0.000 | 0.000 | $2.16 | $0.00 | $0.00 | |
| 0840 | 0840 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A)7212 | LF | 1,694.000 | 0.000 | 0.000 | $3.24 | $0.00 | $0.00 | |
| 0850 | 0850 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A)7216 | LF | 52.000 | 0.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
| 0860 | 0860 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B)7304 | EA | 12.000 | 0.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
| 0870 | 0870 | CONSTRUCTION TRAFFIC STR.(PAINT)(4" WIDE) | 857(A)9200 | LF | 23,435.000 | 23,435.000 | 43,972.000 | 68,204.000 | $0.27 | $11,872.44 | $18,415.08 |
| 0880 | 0880 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B)6300 | SD | 7,440.000 | 7,440.000 | 256.000 | 7,671.000 | $0.55 | $140.80 | $4,219.05 |
| 0890 | 0890 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B)6310 | SD | 10,080.000 | 10,080.000 | 416.000 | 12,281.000 | $0.55 | $228.80 | $6,754.55 |
| 0900 | 0900 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B)6320 | SD | 5,070.000 | 5,070.000 | 432.000 | 15,255.000 | $3.24 | $1,399.68 | $49,426.20 |
| 0910 | 0910 | CONSTRUCTION BARRICADES(TYPE III) | 880(C)6410 | SD | 6,810.000 | 6,810.000 | 416.000 | 9,080.000 | $1.10 | $457.60 | $9,988.00 |
| 0920 | 0920 | WING BARRICADES | 880(C)6420 | SD | 1,860.000 | 1,860.000 | 0.000 | $1.09 | $0.00 | $0.00 | |
| 0930 | 0930 | WARNING LIGHTS(TYPE A) | 880(E)6600 | SD | 18,690.000 | 18,690.000 | 960.000 | 26,463.000 | $0.21 | $201.60 | $5,557.23 |
| 0940 | 0940 | CHANNELIZER CONES | 880(G)6805 | SD | 76,410.000 | 76,410.000 | 4,384.000 | 102,316.000 | $0.24 | $1,052.16 | $24,555.84 |
| 8002 | 8002 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A)8204 | LF | 0.000 | 47,658.000 | 0.000 | $0.96 | $0.00 | $0.00 | |
| 8003 | 8003 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A)8208 | LF | 0.000 | 571.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
| 8004 | 8004 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A)8212 | LF | 0.000 | 1,694.000 | 0.000 | $3.30 | $0.00 | $0.00 | |
| 8005 | 8005 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A)8216 | LF | 0.000 | 52.000 | 0.000 | $27.50 | $0.00 | $0.00 | |
| 8006 | 8006 | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | 856(B)8304 | EA | 0.000 | 12.000 | 0.000 | $137.50 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $15,353.08 | $118,915.95 | |||||||||
| Fed/State Project Number: NHPP-245N(006)PM | Project: 24409(04) | Category: 0600/STAKING | |||||||||
| 0950 | 0950 | CONSTRUCTION STAKING LEVEL II | 642(B)3300 | LSUM | 1.000 | 1.000 | 0.950 | $91,500.00 | $0.00 | $86,925.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $86,925.00 | |||||||||
| Fed/State Project Number: NHPP-245N(006)PM | Project: 24409(04) | Category: 0640/CONSTRUCTION | |||||||||
| 0960 | 0960 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 1100 | LSUM | 1.000 | 1.000 | 0.500 | $6,500.00 | $0.00 | $3,250.00 | |
| 0970 | 0970 | FIELD OFFICE | 640(A)1210 | EA | 1.000 | 1.000 | 0.900 | $14,500.00 | $0.00 | $13,050.00 | |
| 0980 | 0980 | MOBILIZATION | 641 2110 | LSUM | 1.000 | 1.000 | 0.840 | $982,500.00 | $0.00 | $825,300.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $841,600.00 | |||||||||
| Subtotals For Project NHPP-245N(006)PM /24409(04) | $186,037.55 | $15,511,836.79 | |||||||||