| Contract ID: | 080454 | Estimate Number: | 0021 | Contract No: | 410643 | |||
| Residency: | TULSA (08100) | Estimate Type: | Progressive | Account No: | 400800 | |||
| Project Number(s): | IMY-0044-2(473)225 NI | ||||||||||||
| Primary Job Piece No: | 06374(68) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND UTILITIES I-44: NORTH FRONTAGE ROAD FROM THE ARKANSAS RIVER, EXTEND EAST ( INCLUDES PERRYMAN DITCH ). PROJECT LENGTH = 1.309 MILES | ||||||||||||
| Primary County: | TULSA | ||||||||||||
| Name of Road: | I-44 | ||||||||||||
| Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | ||||||||||||
| P.O. BOX 10 | |||||||||||||
| CATOOSA , OK 74015-0010 | |||||||||||||
| Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
| Date Let: | 10/16/2008 | NTP Effective Date: | 03/02/2009 | Pay Period: | 12/01/2009 TO 12/15/2009 |
| Date Awarded: | 11/03/2008 | Date Work Began: | Original Contract Time: | 760 | |
| Date Contract Executed: | 11/13/2008 | Date Time Stopped: | Current Time Charged: | 331.00 | |
| Date NTP Issued: | 11/20/2008 | Completion Date: | Current Time Allowed: | 787.00 | |
| General Liability Expires: | 01/01/2010 | Workman's Comp Expires: | 01/01/2010 | Percent Time Used: | 42.06 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $42,395,254.70 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $42,395,254.70 | Participating: | $33,514,860.13 | $32,117,387.86 | $1,397,472.27 | ||
| Percent Complete: | 78.79 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $8,993,735.53 | Total Earnings: | $33,514,860.13 | $32,117,387.86 | $1,397,472.27 | ||
| Unearned Balance: | $8,993,735.53 | Stockpiled Materials: | $54,384.75 | $56,257.74 | $-1,872.99 | ||
| Gross Earnings: | $33,569,244.88 | $32,173,645.60 | $1,395,599.28 | ||||
| Other Adjustments: | $-97,725.71 | $-78,264.76 | $-19,460.95 | ||||
| Liq Dam/Disincentive: | $-70,000.00 | $-70,000.00 | $0.00 | ||||
| TOTAL: | $33,401,519.17 | $32,025,380.84 | $1,376,138.33 | ||||
| Contract ID: | 080454 | Estimate Number: | 0021 | Primary JP: | 06374(68) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Milestone 1 Extentsion | Approved | 09/21/2009 | 14.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 06374(68) | 0029 | 6" Baskets | Stockpiled Material Adjustment | 0015 | $-25.64 |
| 06374(68) | 0029 | 6" Baskets | Stockpiled Material Initial Payment | 0015 | $2,414.80 |
| 06374(68) | 0029 | 6" Baskets | Stockpiled Material Adjustment | 0016 | $-286.25 |
| 06374(68) | 0029 | 6" Baskets | Stockpiled Material Adjustment | 0017 | $-286.34 |
| 06374(68) | 0029 | 6" Baskets | Stockpiled Material Adjustment | 0018 | $-101.22 |
| 06374(68) | 0029 | 6" Baskets | Stockpiled Material Adjustment | 0019 | $-717.99 |
| 06374(68) | 0029 | 6" Baskets | Stockpiled Material Adjustment | 0020 | $-797.52 |
| 06374(68) | 0030 | 8" Baskets | Stockpiled Material Initial Payment | 0015 | $33,578.58 |
| 06374(68) | 0031 | 9" Baskets | Stockpiled Material Initial Payment | 0015 | $8,228.00 |
| 06374(68) | 0031 | 9" Baskets | Stockpiled Material Adjustment | 0020 | $-5,634.79 |
| 06374(68) | 0031 | 9" Baskets | Stockpiled Material Adjustment | 0015 | $-842.12 |
| 06374(68) | 0034 | Precast 6x5 RCB | Stockpiled Material Initial Payment | 0015 | $32,171.25 |
| 06374(68) | 0034 | Precast 6x5 RCB | Stockpiled Material Adjustment | 0019 | $-26,790.64 |
| 06374(68) | 0036 | Precase 6x5 RCB | Stockpiled Material Initial Payment | 0015 | $10,716.00 |
| 06374(68) | 0036 | Precase 6x5 RCB | Stockpiled Material Adjustment | 0019 | $-8,478.46 |
| 06374(68) | 0104 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0003 | $-37,439.50 |
| 06374(68) | 0104 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0002 | $-39,501.00 |
| 06374(68) | 0104 | Pipe & Applicable Fittings | Stockpiled Material Initial Payment | 0002 | $76,940.50 |
| 06374(68) | 0107 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0013 | $-2,640.00 |
| 06374(68) | 0107 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0014 | $-2,029.50 |
| 06374(68) | 0107 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0012 | $-1,540.00 |
| 06374(68) | 0107 | Pipe & Applicable Fittings | Stockpiled Material Initial Payment | 0002 | $7,749.50 |
| 06374(68) | 0107 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0003 | $-1,100.00 |
| 06374(68) | 0107 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0007 | $-440.00 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Initial Payment | 0002 | $67,908.75 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0006 | $-11,718.00 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0005 | $-1,527.75 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0004 | $-6,300.00 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0010 | $-8,043.00 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0007 | $-8,883.00 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0008 | $-10,647.00 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0009 | $-5,575.50 |
| 06374(68) | 0109 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0003 | $-15,214.50 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0002 | $-3,200.00 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Initial Payment | 0002 | $7,748.75 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0004 | $-2,920.00 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0005 | $-427.50 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0008 | $-67.50 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0009 | $-37.50 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0010 | $-770.00 |
| 06374(68) | 0118 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0014 | $-326.25 |
| 06374(68) | 0119 | Pipe & Applicable Fittings | Stockpiled Material Initial Payment | 0002 | $24,016.50 |
| 06374(68) | 0119 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0007 | $-976.50 |
| 06374(68) | 0119 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0003 | $-22,365.00 |
| 06374(68) | 0119 | Pipe & Applicable Fittings | Stockpiled Material Adjustment | 0006 | $-675.00 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0007 | $-417.37 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0006 | $-631.63 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0005 | $-1,466.38 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Initial Payment | 0004 | $42,332.48 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0004 | $-406.24 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0010 | $-6,283.81 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0020 | $-1,872.99 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0017 | $-4,629.15 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0016 | $-1,926.32 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0015 | $-1,366.30 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0014 | $-1,443.19 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0008 | $-949.71 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0009 | $-1,809.60 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0021 | $-1,872.99 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0011 | $-2,643.37 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0012 | $-973.87 |
| 06374(68) | 0143 | Rolls of filter fabric | Stockpiled Material Adjustment | 0013 | $-3,147.93 |
| 06374(68) | 0174 | Traffic signal heads | Stockpiled Material Adjustment | 0014 | $-5,963.68 |
| 06374(68) | 0174 | Traffic signal heads | Stockpiled Material Adjustment | 0012 | $-10,436.45 |
| 06374(68) | 0174 | Traffic signal heads | Stockpiled Material Adjustment | 0020 | $-8,945.53 |
| 06374(68) | 0174 | Traffic signal heads | Stockpiled Material Initial Payment | 0007 | $26,091.12 |
| 06374(68) | 0175 | Luminaires and lamps | Stockpiled Material Adjustment | 0012 | $-8,600.00 |
| 06374(68) | 0175 | Luminaires and lamps | Stockpiled Material Initial Payment | 0007 | $8,600.00 | Subtotals For Stockpile Payments | $54,384.75 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | |||||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Milestone Adjust. (Prog. Est. Only) | 0009 | $5,000.00 |
| Milestone Adjust. (Prog. Est. Only) | 0010 | $65,000.00 | Subtotals For Contract Adjustments | $70,000.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 06374(68) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -4,038.00 | $2.70 | $-10,902.60 |
| 06374(68) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | -313.00 | $2.70 | $-845.10 |
| 06374(68) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0004 | -178.00 | $2.70 | $-480.60 |
| 06374(68) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0005 | 4,529.00 | $2.70 | $12,228.30 |
| 06374(68) | 0010 | SEEDING METHOD A | * Material Discrepancy Adjustments | 0006 | -2.11 | $575.00 | $-1,213.25 |
| 06374(68) | 0010 | SEEDING METHOD A | * Material Discrepancy Adjustments | 0009 | 2.11 | $575.00 | $1,213.25 |
| 06374(68) | 0019 | OPEN GRADED BITUMINOUS BASE | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $-2,780.90 |
| 06374(68) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $-7,711.13 |
| 06374(68) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $-4,608.03 |
| 06374(68) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-3,859.34 |
| 06374(68) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-1,247.93 |
| 06374(68) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-13,939.35 |
| 06374(68) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $-2,977.53 |
| 06374(68) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-2,090.90 |
| 06374(68) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $-505.87 |
| 06374(68) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $-2,188.53 |
| 06374(68) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-1,038.11 |
| 06374(68) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-385.64 |
| 06374(68) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $-4,584.21 |
| 06374(68) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-12,539.55 |
| 06374(68) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-446.45 |
| 06374(68) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 0.00 | $0.00 | $-5,435.02 |
| 06374(68) | 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-410.79 |
| 06374(68) | 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $-6,226.14 |
| 06374(68) | 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 0.00 | $0.00 | $-323.95 |
| 06374(68) | 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 0.00 | $0.00 | $-294.67 |
| 06374(68) | 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $-613.48 |
| 06374(68) | 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $-2,114.36 |
| 06374(68) | 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-296.03 |
| 06374(68) | 0037 | TYPE I-A PLAIN RIPRAP | * Material Discrepancy Adjustments | 0009 | 1,228.67 | $25.00 | $30,716.75 |
| 06374(68) | 0037 | TYPE I-A PLAIN RIPRAP | * Material Discrepancy Adjustments | 0010 | -1,228.67 | $25.00 | $-30,716.75 |
| 06374(68) | 0038 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0009 | 2,073.19 | $20.00 | $41,463.80 |
| 06374(68) | 0038 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0010 | -4,146.38 | $20.00 | $-82,927.60 |
| 06374(68) | 0038 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0011 | 2,073.19 | $20.00 | $41,463.80 |
| 06374(68) | 0047 | MANHOLE (6' DIAMETER) | * Material Discrepancy Adjustments | 0010 | -1.00 | $2,400.00 | $-2,400.00 |
| 06374(68) | 0047 | MANHOLE (6' DIAMETER) | * Material Discrepancy Adjustments | 0011 | 1.00 | $2,400.00 | $2,400.00 |
| 06374(68) | 0049 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | * Material Discrepancy Adjustments | 0010 | -3.75 | $250.00 | $-937.50 |
| 06374(68) | 0049 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | * Material Discrepancy Adjustments | 0011 | 3.75 | $250.00 | $937.50 |
| 06374(68) | 0051 | MANHOLE FRAME & COVER | * Material Discrepancy Adjustments | 0012 | -8.00 | $425.00 | $-3,400.00 |
| 06374(68) | 0051 | MANHOLE FRAME & COVER | * Material Discrepancy Adjustments | 0014 | 8.00 | $425.00 | $3,400.00 |
| 06374(68) | 0053 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0012 | -3.00 | $1,900.00 | $-5,700.00 |
| 06374(68) | 0053 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0014 | 3.00 | $1,900.00 | $5,700.00 |
| 06374(68) | 0054 | INLET CICI DES. 2 (B) | * Material Discrepancy Adjustments | 0012 | -2.00 | $2,200.00 | $-4,400.00 |
| 06374(68) | 0054 | INLET CICI DES. 2 (B) | * Material Discrepancy Adjustments | 0013 | -2.00 | $2,200.00 | $-4,400.00 |
| 06374(68) | 0054 | INLET CICI DES. 2 (B) | * Material Discrepancy Adjustments | 0014 | 4.00 | $2,200.00 | $8,800.00 |
| 06374(68) | 0056 | INLET CICI DES. 2 (2B) | * Material Discrepancy Adjustments | 0012 | -1.00 | $2,700.00 | $-2,700.00 |
| 06374(68) | 0056 | INLET CICI DES. 2 (2B) | * Material Discrepancy Adjustments | 0014 | 1.00 | $2,700.00 | $2,700.00 |
| 06374(68) | 0057 | INLET GPI TYPE 2 (DES. 8) | * Material Discrepancy Adjustments | 0012 | -1.00 | $3,600.00 | $-3,600.00 |
| 06374(68) | 0057 | INLET GPI TYPE 2 (DES. 8) | * Material Discrepancy Adjustments | 0015 | 1.00 | $3,600.00 | $3,600.00 |
| 06374(68) | 0058 | INLET GPI TYPE 2 (DES. 12) | * Material Discrepancy Adjustments | 0012 | -1.00 | $3,500.00 | $-3,500.00 |
| 06374(68) | 0058 | INLET GPI TYPE 2 (DES. 12) | * Material Discrepancy Adjustments | 0015 | 1.00 | $3,500.00 | $3,500.00 |
| 06374(68) | 0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0010 | -2.00 | $425.00 | $-850.00 |
| 06374(68) | 0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0012 | -4.00 | $425.00 | $-1,700.00 |
| 06374(68) | 0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0013 | -6.00 | $425.00 | $-2,550.00 |
| 06374(68) | 0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0014 | 12.00 | $425.00 | $5,100.00 |
| 06374(68) | 0064 | CAST IRON CURB INLETS | * Material Discrepancy Adjustments | 0010 | -4.00 | $275.00 | $-1,100.00 |
| 06374(68) | 0064 | CAST IRON CURB INLETS | * Material Discrepancy Adjustments | 0012 | -4.00 | $275.00 | $-1,100.00 |
| 06374(68) | 0064 | CAST IRON CURB INLETS | * Material Discrepancy Adjustments | 0013 | -10.00 | $275.00 | $-2,750.00 |
| 06374(68) | 0064 | CAST IRON CURB INLETS | * Material Discrepancy Adjustments | 0014 | 18.00 | $275.00 | $4,950.00 |
| 06374(68) | 0065 | DROP INLET GRATE (24" SPDI) | * Material Discrepancy Adjustments | 0004 | -2.00 | $2,300.00 | $-4,600.00 |
| 06374(68) | 0065 | DROP INLET GRATE (24" SPDI) | * Material Discrepancy Adjustments | 0011 | 2.00 | $2,300.00 | $4,600.00 |
| 06374(68) | 0067 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0009 | 38.00 | $55.00 | $2,090.00 |
| 06374(68) | 0067 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0010 | -38.00 | $55.00 | $-2,090.00 |
| 06374(68) | 0068 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0012 | -4.00 | $425.00 | $-1,700.00 |
| 06374(68) | 0068 | 24" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0013 | 4.00 | $425.00 | $1,700.00 |
| 06374(68) | 0069 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0012 | -6.00 | $75.00 | $-450.00 |
| 06374(68) | 0069 | 30" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0020 | 6.00 | $75.00 | $450.00 |
| 06374(68) | 0071 | 48" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0012 | -45.00 | $125.00 | $-5,625.00 |
| 06374(68) | 0071 | 48" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0013 | 45.00 | $125.00 | $5,625.00 |
| 06374(68) | 0076 | STANDARD BEDDING MATERIAL | * Material Discrepancy Adjustments | 0010 | -51.08 | $20.00 | $-1,021.60 |
| 06374(68) | 0076 | STANDARD BEDDING MATERIAL | * Material Discrepancy Adjustments | 0011 | 51.08 | $20.00 | $1,021.60 |
| 06374(68) | 0088 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0004 | -1,838.00 | $15.00 | $-27,570.00 |
| 06374(68) | 0088 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0006 | -194.00 | $15.00 | $-2,910.00 |
| 06374(68) | 0088 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0008 | 919.00 | $15.00 | $13,785.00 |
| 06374(68) | 0088 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0016 | 1,113.00 | $15.00 | $16,695.00 |
| 06374(68) | 0088 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0017 | -385.00 | $15.00 | $-5,775.00 |
| 06374(68) | 0088 | FENCE-STYLE CLF (5'HIGH, CLASS A) | * Material Discrepancy Adjustments | 0019 | -446.00 | $15.00 | $-6,690.00 |
| 06374(68) | 0090 | EDGE DRAIN CONDUIT-PERFORATED | * Material Discrepancy Adjustments | 0012 | -1,012.27 | $6.75 | $-6,832.82 |
| 06374(68) | 0090 | EDGE DRAIN CONDUIT-PERFORATED | * Material Discrepancy Adjustments | 0014 | 1,012.27 | $6.75 | $6,832.82 |
| 06374(68) | 0094 | FILTER FABRIC | * Material Discrepancy Adjustments | 0007 | -69.00 | $6.00 | $-414.00 |
| 06374(68) | 0094 | FILTER FABRIC | * Material Discrepancy Adjustments | 0008 | 69.00 | $6.00 | $414.00 |
| 06374(68) | 0106 | STANDARD BEDDING MATERIAL | * Material Discrepancy Adjustments | 0007 | -38.80 | $100.00 | $-3,880.00 |
| 06374(68) | 0106 | STANDARD BEDDING MATERIAL | * Material Discrepancy Adjustments | 0011 | 38.80 | $100.00 | $3,880.00 |
| 06374(68) | 0115 | CLASS C CONCRETE | * Material Discrepancy Adjustments | 0017 | -152.00 | $175.00 | $-26,600.00 |
| 06374(68) | 0134 | (SP) REINFORCED CONCRETE PIPE, ROUND | * Material Discrepancy Adjustments | 0008 | -310.00 | $525.00 | $-162,750.00 |
| 06374(68) | 0134 | (SP) REINFORCED CONCRETE PIPE, ROUND | * Material Discrepancy Adjustments | 0009 | 310.00 | $525.00 | $162,750.00 |
| 06374(68) | 0143 | FILTER FABRIC | * Material Discrepancy Adjustments | 0004 | -438.00 | $1.75 | $-766.50 |
| 06374(68) | 0143 | FILTER FABRIC | * Material Discrepancy Adjustments | 0006 | 438.00 | $1.75 | $766.50 |
| 06374(68) | 0144 | 8" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0004 | -100.00 | $20.00 | $-2,000.00 |
| 06374(68) | 0144 | 8" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0005 | 100.00 | $20.00 | $2,000.00 |
| 06374(68) | 0144 | 8" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0017 | -1,406.00 | $20.00 | $-28,120.00 |
| 06374(68) | 0144 | 8" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0020 | -518.00 | $20.00 | $-10,360.00 |
| 06374(68) | 0144 | 8" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0021 | -556.00 | $20.00 | $-11,120.00 |
| 06374(68) | 0145 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0007 | -50.00 | $15.00 | $-750.00 |
| 06374(68) | 0145 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0008 | 50.00 | $15.00 | $750.00 |
| 06374(68) | 0146 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0006 | -3.00 | $15.00 | $-45.00 |
| 06374(68) | 0146 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0007 | -67.00 | $15.00 | $-1,005.00 |
| 06374(68) | 0146 | 6" NON-PERF.PIPE UNDERDRAIN RND. | * Material Discrepancy Adjustments | 0008 | 70.00 | $15.00 | $1,050.00 |
| 06374(68) | 0150 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0003 | -4,490.00 | $0.60 | $-2,694.00 |
| 06374(68) | 0150 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0004 | 4,490.00 | $0.60 | $2,694.00 |
| 06374(68) | 0150 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0018 | -1,308.00 | $0.60 | $-784.80 |
| 06374(68) | 0152 | (PL)IMPACT ATTENUATOR | * Material Discrepancy Adjustments | 0016 | -1.00 | $20,000.00 | $-20,000.00 |
| 06374(68) | 0152 | (PL)IMPACT ATTENUATOR | * Material Discrepancy Adjustments | 0017 | 1.00 | $20,000.00 | $20,000.00 |
| 06374(68) | 0163 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0021 | -82.90 | $20.00 | $-1,658.00 |
| 06374(68) | 0168 | 2 1/4" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0018 | -69.17 | $7.00 | $-484.19 |
| 06374(68) | 0168 | 2 1/4" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0019 | 69.17 | $7.00 | $484.19 | Subtotals For Line Item Adjustments | $-167,725.71 | * = User applied Line Item Adjustments |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| 01 | TIME 'B' BID | 700.00 | 0.00 | $5,000.00 | $0.00 | ||||
| 02 | Milestone I (Phase I,Steps 1,2 & 3) | 144.00 | 144.00 | $5,000.00 | $-70,000.00 | ||||
| 03 | Milestone II (Phase I, Steps 4 & 5) | 135.00 | 123.00 | $5,000.00 | $0.00 | ||||
| 04 | Milestone III (Phase II) | 110.00 | 92.00 | $5,000.00 | $0.00 | ||||
| 05 | Milestone IV (Phase III) | 80.00 | 50.00 | $10,000.00 | $0.00 | ||||
| 06 | Milestone V (Phase IV) | 115.00 | 0.00 | $5,000.00 | $0.00 | ||||
| 07 | Milestone VI (Phase V) | 130.00 | 0.00 | $5,000.00 | $0.00 | ||||
| Contract ID: | 080454 | Estimate Number: | 0021 | Primary JP: | 06374(68) | |||
| 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: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $250,000.00 | $0.00 | $250,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 364,566.000 | 364,566.000 | 12,342.000 | 229,692.000 | $9.75 | $120,334.50 | $2,239,497.00 |
| 0003 | MUCK EXCAVATION | 202(B) 0105 | CY | 18,785.000 | 18,785.000 | 17,264.000 | $9.75 | $0.00 | $168,324.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.150 | 0.750 | $75,000.00 | $11,250.00 | $56,250.00 |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 8,470.000 | 8,470.000 | 8,926.000 | $2.70 | $0.00 | $24,100.20 | |
| 0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 32.000 | 32.000 | 3.000 | $225.00 | $0.00 | $675.00 | |
| 0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,600.000 | 1,600.000 | 978.000 | $7.25 | $0.00 | $7,090.50 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 84,772.000 | 84,772.000 | 4,971.170 | 55,043.170 | $1.65 | $8,202.43 | $90,821.23 |
| 0009 | WATERING | 230(F) 2812 | MGAL | 3,391.000 | 3,391.000 | 31.500 | 217.000 | $2.95 | $92.93 | $640.16 |
| 0010 | SEEDING METHOD A | 232(A) 2813 | AC | 17.500 | 17.500 | 2.110 | $575.00 | $0.00 | $1,213.25 | |
| 0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 35.000 | 35.000 | 2.110 | $525.00 | $0.00 | $1,107.75 | |
| 0012 | EXCELSIOR MAT | 233(E) 2822 | SY | 18,000.000 | 18,000.000 | 0.000 | $2.30 | $0.00 | $0.00 | |
| 0013 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 11.400 | 11.400 | 0.400 | 4.130 | $1,500.00 | $600.00 | $6,195.00 |
| 0014 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 1.300 | 1.300 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
| 0015 | MOWING | 241 2832 | AC | 35.000 | 35.000 | 8.000 | $100.00 | $0.00 | $800.00 | |
| 0016 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 5.000 | 5.000 | 9.000 | $1,000.00 | $0.00 | $9,000.00 | |
| 0017 | (PL)TEMPORARY INLET SEDIMENT FILTER | 243 0450 | EA | 44.000 | 44.000 | 19.000 | $375.00 | $0.00 | $7,125.00 | |
| 0018 | AGGREGATE BASE | 303 0192 | CY | 12,038.000 | 12,038.000 | 407.090 | 7,627.640 | $35.00 | $14,248.15 | $266,967.40 |
| 0019 | OPEN GRADED BITUMINOUS BASE | 319 5190 | TON | 2,354.000 | 2,354.000 | 544.740 | $60.00 | $0.00 | $32,684.40 | |
| 0020 | SEPARATOR FABRIC | 325 5271 | SY | 45,030.000 | 45,030.000 | 3,644.060 | 43,132.370 | $1.25 | $4,555.08 | $53,915.47 |
| 0021 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 22,225.000 | 22,225.000 | 827.370 | 12,888.110 | $5.50 | $4,550.54 | $70,884.62 |
| 0022 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 100.000 | 100.000 | 102.220 | 181.010 | $15.00 | $1,533.30 | $2,715.15 |
| 0023 | TACK COAT | 407 0250 | GAL | 1,415.000 | 1,415.000 | 664.500 | $3.90 | $0.00 | $2,591.55 | |
| 0024 | PRIME COAT | 408 5774 | GAL | 18,987.000 | 18,987.000 | 0.000 | $6.25 | $0.00 | $0.00 | |
| 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 2,978.000 | 2,978.000 | 142.030 | 2,004.830 | $75.00 | $10,652.25 | $150,362.25 |
| 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 2,605.000 | 2,605.000 | 2,689.990 | $75.00 | $0.00 | $201,749.25 | |
| 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,513.000 | 1,513.000 | 541.250 | 2,302.170 | $95.00 | $51,418.75 | $218,706.15 |
| 0028 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 877.000 | 877.000 | 1,046.580 | $85.00 | $0.00 | $88,959.30 | |
| 0029 | 6" P.C. CONCRETE PAVEMENT | 414(A) 0258 | SY | 7,494.000 | 7,494.000 | 6,041.580 | $40.00 | $0.00 | $241,663.20 | |
| 0030 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 11,623.000 | 11,623.000 | 2,745.770 | $42.00 | $0.00 | $115,322.34 | |
| 0031 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5754 | SY | 4,028.000 | 4,028.000 | 0.000 | 5,288.790 | $55.00 | $0.00 | $290,883.45 |
| 0032 | TEMPORARY EARTH RETAINAGE | 502 1000 | LSUM | 1.000 | 1.000 | 0.890 | $4,000,000.00 | $0.00 | $3,560,000.00 | |
| 0033 | ENGINEERING SERVICES | 502 3000 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
| 0034 | CLASS A CONCRETE | 509(B) 0321 | CY | 285.000 | 285.000 | 216.490 | $375.00 | $0.00 | $81,183.75 | |
| 0035 | CLASS C CONCRETE | 509(D) 0325 | CY | 16.000 | 16.000 | 0.000 | $325.00 | $0.00 | $0.00 | |
| 0036 | REINFORCING STEEL | 511(A) 0332 | LB | 45,960.000 | 45,960.000 | 33,119.000 | $0.80 | $0.00 | $26,495.20 | |
| 0037 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 3,773.000 | 3,773.000 | 3,407.850 | $25.00 | $0.00 | $85,196.25 | |
| 0038 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 2,515.000 | 2,515.000 | 2,073.190 | $20.00 | $0.00 | $41,463.80 | |
| 0039 | CONCRETE CURB (4" MNTBLE-INTEGRAL) | 609(A) 0287 | LF | 236.000 | 236.000 | 70.000 | $3.00 | $0.00 | $210.00 | |
| 0040 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 11,030.000 | 11,030.000 | 5,708.000 | $3.00 | $0.00 | $17,124.00 | |
| 0041 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 655.000 | 655.000 | 772.000 | $3.00 | $0.00 | $2,316.00 | |
| 0042 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 3,555.000 | 3,555.000 | 2,287.000 | $10.00 | $0.00 | $22,870.00 | |
| 0043 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 925.000 | 925.000 | 54.530 | 1,149.310 | $35.00 | $1,908.55 | $40,225.85 |
| 0044 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 450.000 | 450.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
| 0045 | 4" CONCRETE DIVIDING STRIP | 610(C) 0608 | SY | 3.000 | 3.000 | 0.000 | 68.130 | $100.00 | $0.00 | $6,813.00 |
| 0046 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 14.000 | 14.000 | 11.000 | $875.00 | $0.00 | $9,625.00 | |
| 0047 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 13.000 | 13.000 | 8.000 | $2,400.00 | $0.00 | $19,200.00 | |
| 0048 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 29.400 | 29.400 | 24.570 | $150.00 | $0.00 | $3,685.50 | |
| 0049 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 43.100 | 43.100 | 62.000 | $250.00 | $0.00 | $15,500.00 | |
| 0050 | SPECIAL MANHOLE | 611(C) 0484 | CF | 810.000 | 810.000 | 195.760 | 575.320 | $35.00 | $6,851.60 | $20,136.20 |
| 0051 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 32.000 | 32.000 | 1.000 | 21.000 | $425.00 | $425.00 | $8,925.00 |
| 0052 | (PL)SPECIAL INLET DRAIN | 611(E) 4012 | EA | 3.000 | 3.000 | 0.000 | $2,900.00 | $0.00 | $0.00 | |
| 0053 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 15.000 | 15.000 | 10.000 | $1,900.00 | $0.00 | $19,000.00 | |
| 0054 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 9.000 | 9.000 | 4.000 | $2,200.00 | $0.00 | $8,800.00 | |
| 0055 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 2.000 | 2.000 | 0.000 | $2,300.00 | $0.00 | $0.00 | |
| 0056 | INLET CICI DES. 2 (2B) | 611(E) 5117 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
| 0057 | INLET GPI TYPE 2 (DES. 8) | 611(E) 5334 | EA | 7.000 | 7.000 | 2.000 | $3,600.00 | $0.00 | $7,200.00 | |
| 0058 | INLET GPI TYPE 2 (DES. 12) | 611(E) 5338 | EA | 3.000 | 3.000 | 1.000 | $3,500.00 | $0.00 | $3,500.00 | |
| 0059 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 11.000 | 11.000 | 1.000 | 1.000 | $2,700.00 | $2,700.00 | $2,700.00 |
| 0060 | ADDITIONAL DEPTH IN INLET | 611(F) 5196 | VF | 2.400 | 2.400 | 2.740 | $125.00 | $0.00 | $342.50 | |
| 0061 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 45.200 | 45.200 | 30.640 | $350.00 | $0.00 | $10,724.00 | |
| 0062 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 19.400 | 19.400 | 3.440 | $250.00 | $0.00 | $860.00 | |
| 0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 54.000 | 54.000 | 28.000 | $425.00 | $0.00 | $11,900.00 | |
| 0064 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 84.000 | 84.000 | 42.000 | $275.00 | $0.00 | $11,550.00 | |
| 0065 | DROP INLET GRATE (24" SPDI) | 611(L) 4479 | EA | 3.000 | 3.000 | 1.000 | 3.000 | $2,300.00 | $2,300.00 | $6,900.00 |
| 0066 | DROP INLET GRATE (30" SPDI) | 611(L) 4480 | EA | 1.000 | 1.000 | 1.000 | $2,400.00 | $0.00 | $2,400.00 | |
| 0067 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 1,880.000 | 1,880.000 | 0.000 | 770.000 | $55.00 | $0.00 | $42,350.00 |
| 0068 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 418.000 | 418.000 | 174.000 | $60.00 | $0.00 | $10,440.00 | |
| 0069 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 50.000 | 50.000 | 50.000 | $75.00 | $0.00 | $3,750.00 | |
| 0070 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 223.000 | 223.000 | 120.000 | $85.00 | $0.00 | $10,200.00 | |
| 0071 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 133.000 | 133.000 | 28.000 | 121.000 | $125.00 | $3,500.00 | $15,125.00 |
| 0072 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 213.000 | 213.000 | 7.220 | 213.220 | $45.00 | $324.90 | $9,594.90 |
| 0073 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 11.000 | 11.000 | 10.460 | $225.00 | $0.00 | $2,353.50 | |
| 0074 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 1.000 | 1.000 | 1.000 | $550.00 | $0.00 | $550.00 | |
| 0075 | TRENCH EXCAVATION | 613(S) 1180 | CY | 2,172.000 | 2,172.000 | 69.000 | 1,154.000 | $1.00 | $69.00 | $1,154.00 |
| 0076 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 1,029.000 | 1,029.000 | 36.560 | 591.370 | $20.00 | $731.20 | $11,827.40 |
| 0077 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.900 | $165,000.00 | $0.00 | $148,500.00 | |
| 0078 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
| 0079 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 17,437.000 | 17,437.000 | 15,462.000 | $1.05 | $0.00 | $16,235.11 | |
| 0080 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,962.000 | 1,962.000 | 6,279.000 | $4.25 | $0.00 | $26,685.75 | |
| 0081 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 17,035.000 | 17,035.000 | 32,841.000 | $2.85 | $0.00 | $93,596.86 | |
| 0082 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 20.000 | 20.000 | 19.000 | $300.00 | $0.00 | $5,700.00 | |
| 0083 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 14.000 | 14.000 | 12.000 | $300.00 | $0.00 | $3,600.00 | |
| 0084 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 751.000 | 751.000 | 2,887.000 | $4.25 | $0.00 | $12,269.76 | |
| 0085 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 711.000 | 711.000 | 343.000 | $2.35 | $0.00 | $806.05 | |
| 0086 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 303.000 | 303.000 | 907.000 | $6.25 | $0.00 | $5,668.75 | |
| 0087 | REMOVAL OF 6" CONCRETE DIVIDING STRIP | 619(B) 6132 | SY | 314.000 | 314.000 | 2,503.000 | $6.25 | $0.00 | $15,643.75 | |
| 0088 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(D) 4290 | LF | 11,806.000 | 11,806.000 | 0.000 | 6,359.000 | $15.00 | $0.00 | $95,385.00 |
| 0089 | PRECAST CONCRETE MEDIAN BARRIER, TYPE I | 627(A) 4310 | LF | 1,890.000 | 1,890.000 | 1,148.000 | $35.00 | $0.00 | $40,180.00 | |
| 0090 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 4,145.000 | 4,145.000 | 1,012.270 | $5.75 | $0.00 | $5,820.55 | |
| Subtotals For Category 0100/ROADWAY | $246,248.18 | $9,302,226.05 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0110/SANITARY SEWERS | ||||||||
| 0091 | CLASS A CONCRETE | 509(B) 0321 | CY | 63.000 | 63.000 | 119.200 | $1,800.00 | $0.00 | $214,560.00 | |
| 0092 | CLASS C CONCRETE | 509(D) 0325 | CY | 46.000 | 46.000 | 86.000 | $600.00 | $0.00 | $51,600.00 | |
| 0093 | REINFORCING STEEL | 511(A) 1332 | LB | 11,138.000 | 11,138.000 | 35,470.000 | $3.55 | $0.00 | $125,918.50 | |
| 0094 | FILTER FABRIC | 602(C) 4205 | SY | 16,199.000 | 16,199.000 | 0.000 | 69.000 | $6.00 | $0.00 | $414.00 |
| 0095 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 5.000 | 7.000 | $1,500.00 | $0.00 | $10,500.00 | |
| 0096 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 16.000 | 16.000 | 25.000 | $5,900.00 | $0.00 | $147,500.00 | |
| 0097 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 26.000 | 26.000 | 41.560 | $175.00 | $0.00 | $7,273.00 | |
| 0098 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 356.000 | 356.000 | 340.190 | $475.00 | $0.00 | $161,590.25 | |
| 0099 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 35.000 | 35.000 | 36.000 | $475.00 | $0.00 | $17,100.00 | |
| 0100 | BORE & JACK 42" CASING | 613(U) 0600 | LF | 246.000 | 246.000 | 246.000 | $475.00 | $0.00 | $116,850.00 | |
| 0101 | 8" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6120 | LF | 227.000 | 227.000 | 258.450 | $150.00 | $0.00 | $38,767.50 | |
| 0102 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6122 | LF | 89.000 | 89.000 | 90.000 | $175.00 | $0.00 | $15,750.00 | |
| 0103 | 12" SEWER PIPE | 615(C) 6125 | LF | 4.000 | 4.000 | 10.510 | $225.00 | $0.00 | $2,364.75 | |
| 0104 | 30" SEWER PIPE | 615(C) 6134 | LF | 834.000 | 834.000 | 834.000 | $475.00 | $0.00 | $396,150.00 | |
| 0105 | SANITARY SEWER SERVICE CONNECTION | 615(D) 0300 | EA | 18.000 | 18.000 | 7.000 | $1,200.00 | $0.00 | $8,400.00 | |
| 0106 | STANDARD BEDDING MATERIAL | 615(G) 6131 | CY | 4,042.000 | 4,042.000 | 51.840 | $100.00 | $0.00 | $5,184.00 | |
| 0107 | 42" STEEL CASING PIPE | 615(H) 0310 | LF | 408.000 | 408.000 | 386.000 | $275.00 | $0.00 | $106,150.00 | |
| 0108 | 48" STEEL CASING PIPE | 615(H) 0320 | LF | 205.000 | 205.000 | 205.000 | $375.00 | $0.00 | $76,875.00 | |
| 0109 | (SP) 24" DUCTILE IRON PIPE | 615(I) 0100 | LF | 5,684.000 | 5,684.000 | 10.510 | 5,693.510 | $525.00 | $5,517.75 | $2,989,092.75 |
| 0110 | (SP) 60" DUCTILE IRON PIPE | 615(I) 0600 | LF | 299.000 | 299.000 | 299.320 | $1,500.00 | $0.00 | $448,980.00 | |
| 0111 | 8" DUCTILE IRON PIPE | 616(A) 5122 | LF | 74.000 | 74.000 | 68.000 | $275.00 | $0.00 | $18,700.00 | |
| 0112 | 21" STEEL CASING | 616(I) 0040 | LF | 85.000 | 85.000 | 85.000 | $150.00 | $0.00 | $12,750.00 | |
| 0113 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 14.000 | 14.000 | 13.000 | $1,800.00 | $0.00 | $23,400.00 | |
| 0114 | PLUGGING ABANDONED SEWER | 619(B) 8660 | EA | 32.000 | 32.000 | 38.000 | $1,800.00 | $0.00 | $68,400.00 | |
| Subtotals For Category 0110/SANITARY SEWERS | $5,517.75 | $5,064,269.75 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0120/WATER LINE | ||||||||
| 0115 | CLASS C CONCRETE | 509(D) 0325 | CY | 172.000 | 172.000 | 0.000 | 152.000 | $175.00 | $0.00 | $26,600.00 |
| 0116 | 54" STEEL CASING PIPE | 615(H) 0330 | LF | 351.000 | 351.000 | 351.000 | $475.00 | $0.00 | $166,725.00 | |
| 0117 | 6" DUCTILE IRON PIPE | 616(A) 5121 | LF | 200.000 | 200.000 | 183.000 | $70.00 | $0.00 | $12,810.00 | |
| 0118 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 3,458.000 | 3,458.000 | 3,337.000 | $125.00 | $0.00 | $417,125.00 | |
| 0119 | 16" DUCTILE IRON PIPE | 616(A) 5894 | LF | 1,155.000 | 1,155.000 | 1,232.000 | $150.00 | $0.00 | $184,800.00 | |
| 0120 | 2" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5218 | LF | 40.000 | 40.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
| 0121 | 6" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5223 | LF | 70.000 | 70.000 | 122.000 | $60.00 | $0.00 | $7,320.00 | |
| 0122 | 24" VALVES | 616(D) 0866 | EA | 2.000 | 2.000 | 2.000 | $146,000.00 | $0.00 | $292,000.00 | |
| 0123 | 2" GATE VALVE | 616(D) 1050 | EA | 2.000 | 2.000 | 0.000 | $475.00 | $0.00 | $0.00 | |
| 0124 | 6" GATE VALVE | 616(D) 1070 | EA | 17.000 | 17.000 | 24.000 | $875.00 | $0.00 | $21,000.00 | |
| 0125 | 8" GATE VALVE | 616(D) 1080 | EA | 1.000 | 1.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
| 0126 | 12" GATE VALVE | 616(D) 1100 | EA | 5.000 | 5.000 | 6.000 | $2,400.00 | $0.00 | $14,400.00 | |
| 0127 | 16" GATE VALVE | 616(D) 1125 | EA | 6.000 | 6.000 | 5.000 | $7,600.00 | $0.00 | $38,000.00 | |
| 0128 | 36" VALVES | 616(D) 4922 | EA | 2.000 | 2.000 | 0.000 | $29,000.00 | $0.00 | $0.00 | |
| 0129 | 16" VALVES | 616(D) 7012 | EA | 1.000 | 1.000 | 1.000 | $5,900.00 | $0.00 | $5,900.00 | |
| 0130 | (PL)METER INSTALLATION 1" | 616(F) 5208 | EA | 1.000 | 1.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
| 0131 | METER INSTALLATION 3" | 616(F) 5212 | EA | 1.000 | 1.000 | 1.000 | $18,000.00 | $0.00 | $18,000.00 | |
| 0132 | METER INSTALLATION 3/4" | 616(F) 5948 | EA | 1.000 | 1.000 | 1.000 | $1,500.00 | $0.00 | $1,500.00 | |
| 0133 | FIRE HYDRANTS | 616(G) 1192 | EA | 11.000 | 11.000 | 11.000 | $4,700.00 | $0.00 | $51,700.00 | |
| 0134 | (SP) REINFORCED CONCRETE PIPE, ROUND | 616(R) 0100 | LF | 608.000 | 608.000 | 517.000 | $525.00 | $0.00 | $271,425.00 | |
| 0135 | BORE AND JACK 54" CASING | 616(U) 6260 | LF | 352.000 | 352.000 | 352.000 | $2,400.00 | $0.00 | $844,800.00 | |
| 0136 | CUT & PLUG 6" WATER LINE | 619(B) 8676 | EA | 3.000 | 3.000 | 13.000 | $600.00 | $0.00 | $7,800.00 | |
| Subtotals For Category 0120/WATER LINE | $0.00 | $2,383,705.00 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0200/BRIDGE 'D' | ||||||||
| 0137 | AGGREGATE BASE | 303 5912 | TON | 7,187.000 | 7,187.000 | 7,187.000 | $25.00 | $0.00 | $179,675.00 | |
| 0138 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 26,894.000 | 26,894.000 | 1,620.340 | 18,825.800 | $15.00 | $24,305.10 | $282,387.00 |
| 0139 | GRANULAR BACKFILL | 501(F) 6352 | CY | 25,379.000 | 25,379.000 | 1,451.860 | 17,994.670 | $25.00 | $36,296.50 | $449,866.75 |
| 0140 | HANDRAILING | 504(G) 6006 | LF | 216.800 | 216.800 | 216.800 | $125.00 | $0.00 | $27,100.00 | |
| 0141 | CLASS AA CONCRETE | 509(A) 1326 | CY | 34,567.300 | 34,567.300 | 1,703.890 | 24,589.500 | $375.00 | $638,958.75 | $9,221,062.50 |
| 0142 | REINFORCING STEEL | 511(A) 1332 | LB | 5,682,430.000 | 5,682,430.000 | 401,236.000 | 4,468,517.000 | $1.00 | $401,236.00 | $4,468,517.00 |
| 0143 | FILTER FABRIC | 602(C) 4205 | SY | 50,485.000 | 50,485.000 | 2,019.400 | 34,329.800 | $1.75 | $3,533.95 | $60,077.16 |
| 0144 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1092 | LF | 13,838.000 | 13,838.000 | 556.000 | 9,410.000 | $20.00 | $11,120.00 | $188,200.00 |
| 0145 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 159.000 | 159.000 | 159.000 | $15.00 | $0.00 | $2,385.00 | |
| 0146 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 70.000 | 70.000 | 70.000 | $15.00 | $0.00 | $1,050.00 | |
| Subtotals For Category 0200/BRIDGE 'D' | $1,115,450.30 | $14,880,320.41 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0147 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 6,360.000 | 6,360.000 | 78.000 | 9,043.500 | $3.20 | $249.60 | $28,939.20 |
| 0148 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 4,025.000 | 4,025.000 | 6,545.000 | $20.00 | $0.00 | $130,900.00 | |
| 0149 | (PL)SPECIAL SIGNS | 850(D) 8120 | SF | 1,826.000 | 1,826.000 | 1,609.000 | $6.00 | $0.00 | $9,654.00 | |
| 0150 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 2,876.000 | 2,876.000 | 6,110.000 | $0.60 | $0.00 | $3,666.00 | |
| 0151 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 764.000 | 764.000 | 616.000 | 1,468.000 | $2.35 | $1,447.60 | $3,449.80 |
| 0152 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 2.000 | 2.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0153 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 972.000 | 972.000 | 11.000 | 301.000 | $1.20 | $13.20 | $361.20 |
| 0154 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,102.000 | 4,102.000 | 100.000 | 4,495.000 | $0.02 | $2.00 | $89.90 |
| 0155 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,866.000 | 10,866.000 | 403.000 | 8,730.000 | $0.06 | $24.18 | $523.80 |
| 0156 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 5,000.000 | 5,000.000 | 396.000 | 9,317.000 | $3.55 | $1,405.80 | $33,075.35 |
| 0157 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 13,288.000 | 13,288.000 | 462.000 | 12,364.000 | $0.06 | $27.72 | $741.84 |
| 0158 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 26,956.000 | 26,956.000 | 1,112.000 | 45,351.000 | $0.02 | $22.24 | $907.02 |
| 0159 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 7,380.000 | 7,380.000 | 705.000 | 39,483.000 | $0.06 | $42.30 | $2,368.98 |
| Subtotals For Category 0300/TRAFFIC CONTROL | $3,234.64 | $234,677.09 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0310/TRAFFIC SIGNING AND STRIPING | ||||||||
| 0160 | CLASS A CONCRETE | 509(B) 0321 | CY | 11.430 | 11.430 | 0.000 | $1,800.00 | $0.00 | $0.00 | |
| 0161 | REINFORCING STEEL | 511(A) 0332 | LB | 1,938.000 | 1,938.000 | 384.000 | $2.35 | $0.00 | $902.40 | |
| 0162 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 7.300 | 7.300 | 3.480 | $600.00 | $0.00 | $2,088.00 | |
| 0163 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 758.000 | 758.000 | 82.900 | 193.050 | $20.00 | $1,658.00 | $3,861.00 |
| 0164 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 115.000 | 115.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0165 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 400.000 | 400.000 | 0.000 | $15.00 | $0.00 | $0.00 | |
| 0166 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 340.000 | 340.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0167 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 24.000 | 24.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
| 0168 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 438.000 | 438.000 | 148.590 | $7.00 | $0.00 | $1,040.13 | |
| 0169 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 36,147.000 | 36,147.000 | 9,194.000 | 24,223.000 | $1.10 | $10,113.40 | $26,645.30 |
| 0170 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 16.000 | 16.000 | 7.000 | $125.00 | $0.00 | $875.00 | |
| 0171 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 8.000 | 8.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
| 0172 | (PL)REMOVE & RESET OVERHEAD SIGN STRUCTURE | 890A/B 8758 | EA | 3.000 | 3.000 | 1.000 | $600.00 | $0.00 | $600.00 | |
| 0173 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 2.000 | 2.000 | 0.000 | $600.00 | $0.00 | $0.00 | |
| Subtotals For Category 0310/TRAFFIC SIGNING AND STRIPING | $11,771.40 | $36,011.83 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0320/TRAFFIC SIGNALS | ||||||||
| 0174 | (PL)TRAFFIC ITEMS(SIGNALS) | 890 7706 | LSUM | 1.000 | 1.000 | 1.000 | $374,000.00 | $0.00 | $374,000.00 | |
| Subtotals For Category 0320/TRAFFIC SIGNALS | $0.00 | $374,000.00 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0330/TRAFFIC LIGHTING | ||||||||
| 0175 | (PL)TRAFFIC ITEMS(LIGHTING) | 890 7708 | LSUM | 1.000 | 1.000 | 0.600 | $99,000.00 | $0.00 | $59,400.00 | |
| Subtotals For Category 0330/TRAFFIC LIGHTING | $0.00 | $59,400.00 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0600/STAKING | ||||||||
| 0176 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $70,000.00 | $14,000.00 | $66,500.00 |
| Subtotals For Category 0600/STAKING | $14,000.00 | $66,500.00 | ||||||||
| Fed/State Project Number: IMY-0044-2(473)225 NI | Project: 06374(68) | Category: 0640/CONSTRUCTION | ||||||||
| 0177 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $5,000.00 | $1,250.00 | $3,750.00 |
| 0178 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0179 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,100,000.00 | $0.00 | $1,100,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $1,250.00 | $1,113,750.00 | ||||||||
| Subtotals For Project IMY-0044-2(473)225 NI /06374(68) | $1,397,472.27 | $33,514,860.13 | ||||||||