Contract ID: | 100313 | Estimate Number: | 0039 | Contract No: | 610333 | |||
Residency: | OKLAHOMA CITY (04600) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | IMY-0040-4(432)152 SS, OKCY-XTWN(015)TI, SEC115-155N(806)SG | ||||||||||||
Primary Job Piece No: | 17428(32) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE. I-40/CITY STREETS: WEST RENO AVE. AND SOUTH LINCOLN BLVD. INTERSECTION; AND SOUTH LINCOLN BLVD. OVER I-40. I-40: FROM O.K.C. CANAL, EXTEND EAST. PROJECT LENGTH = 1.024 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 / CITY STREETS | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 07/22/2010 | NTP Effective Date: | 12/01/2012 | Pay Period: | 05/01/2012 TO 05/15/2012 |
Date Awarded: | 08/10/2010 | Date Work Began: | 10/11/2010 | Original Contract Time: | N/A |
Date Contract Executed: | 08/27/2010 | Date Time Stopped: | Current Time Charged: | N/A | |
Date NTP Issued: | 09/14/2010 | Completion Date: | Current Time Allowed: | N/A | |
General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 09/01/2012 | Percent Time Used: | N/A |
Specification Year: | 1999 | FIXED COMPLETION DATE: | 12/27/2012 | Date Approved: | |
Current Contract Amount: | $29,052,868.50 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $28,127,553.86 | Participating: | $21,588,840.53 | $21,572,943.53 | $15,897.00 | ||
Percent Complete: | 75.83 % | Non Participating: | $218,421.37 | $218,421.37 | $0.00 | ||
Funds Available: | $7,021,291.76 | Total Earnings: | $21,807,261.90 | $21,791,364.90 | $15,897.00 | ||
Unearned Balance: | $6,095,977.12 | Stockpiled Materials: | $229,251.28 | $229,251.28 | $0.00 | ||
Gross Earnings: | $22,036,513.18 | $22,020,616.18 | $15,897.00 | ||||
Other Adjustments: | $-4,936.44 | $-4,936.44 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $22,031,576.74 | $22,015,679.74 | $15,897.00 |
Contract ID: | 100313 | Estimate Number: | 0039 | Primary JP: | 17428(32) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Additional Work/Quantities for Retaining Wall 32 | Approved | 12/06/2011 | 0.0 | $871,354.96 |
002 | Ewrk to Plan Quantity & Lateral swap from OGBB to OGPCCB | Approved | 12/06/2011 | 0.0 | $53,959.68 |
003 | Agreement for Mutual Acces for Deconstr. Proj. Contract | Pending | 0 | 0.0 | $0.00 |
004 | Addition of Internal Milestone Special Provision | Approved | 01/20/2012 | 0.0 | $0.00 |
005 | Additional Internal Milestone WB Partial Completion | Approved | 02/07/2012 | 0.0 | $0.00 |
006 | Milestone incentive & High Mast Tower transport | Pending | 0 | 0.0 | $809,786.25 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0017 | $-12,421.42 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0026 | $-1,660.38 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0022 | $-15,096.70 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0019 | $-647.43 |
17428(32) | 0023 | NOMATS | Stockpiled Material Adjustment | 0018 | $-3,972.24 |
17428(32) | 0023 | NOMATS | Stockpiled Material Initial Payment | 0017 | $33,798.16 |
17428(32) | 0028 | (pl) special conc. finish | Stockpiled Material Adjustment | 0032 | $-7,977.95 |
17428(32) | 0028 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $9,872.95 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0014 | $18,536.40 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0014 | $14,634.00 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0022 | $-5,179.62 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-13,356.78 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-1,798.36 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0020 | $-4,838.16 |
17428(32) | 0031 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0019 | $-7,997.48 |
17428(32) | 0091 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0026 | $-16,722.61 |
17428(32) | 0091 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0016 | $16,722.61 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0017 | $-571,887.36 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0017 | $368,104.00 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0013 | $1,053,782.40 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0025 | $-279,986.52 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-88,117.48 |
17428(32) | 0093 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0023 | $-481,895.04 |
17428(32) | 0094 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $27,427.68 |
17428(32) | 0094 | (pl) special conc. finish | Stockpiled Material Adjustment | 0029 | $-27,427.68 |
17428(32) | 0098 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0016 | $4,430.01 |
17428(32) | 0098 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-4,293.90 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0017 | $-8,906.50 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0016 | $17,562.49 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-6,011.30 |
17428(32) | 0099 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0021 | $-2,644.69 |
17428(32) | 0105 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0020 | $-14,735.64 |
17428(32) | 0105 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0016 | $14,735.64 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Initial Payment | 0018 | $12,773.28 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Initial Payment | 0018 | $22,262.24 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0022 | $-7,404.80 |
17428(34) | 0017 | BASE-CMT-TRTD(IA) | Stockpiled Material Adjustment | 0019 | $-10,814.77 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0018 | $61,425.00 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0033 | $-22,811.93 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0026 | $-12,129.88 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-10,956.00 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0018 | $31,694.40 |
17428(34) | 0019 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0026 | $-20,738.40 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0033 | $-13,060.02 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0024 | $-8,857.86 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0023 | $-2,204.25 |
17428(34) | 0029 | NOMATS | Stockpiled Material Initial Payment | 0017 | $114,565.59 |
17428(34) | 0029 | NOMATS | Stockpiled Material Initial Payment | 0017 | $33,173.06 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0022 | $-4,049.76 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0020 | $-1,002.17 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0019 | $-6,738.99 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0032 | $-4,753.44 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0029 | $-11,932.17 |
17428(34) | 0029 | NOMATS | Stockpiled Material Adjustment | 0027 | $-38,531.66 |
17428(34) | 0033 | (pl) special conc. finish | Stockpiled Material Adjustment | 0032 | $-31,052.70 |
17428(34) | 0033 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $69,665.40 |
17428(34) | 0086 | (pl) speical conc. finish | Stockpiled Material Initial Payment | 0021 | $8,425.95 |
17428(34) | 0102 | (pl) special conc. finish | Stockpiled Material Adjustment | 0032 | $-37,860.48 |
17428(34) | 0102 | (pl) special conc. finish | Stockpiled Material Initial Payment | 0021 | $37,860.48 |
17428(34) | 0132 | (pl) speical conc. finish | Stockpiled Material Adjustment | 0032 | $-25,259.00 |
17428(34) | 0132 | (pl) speical conc. finish | Stockpiled Material Initial Payment | 0021 | $25,259.00 |
17428(34) | 0160 | (PL)Impact Attenuator | Stockpiled Material Initial Payment | 0030 | $16,148.62 |
17428(34) | 0171 | (pl) roadway luminaire | Stockpiled Material Initial Payment | 0021 | $5,978.00 |
17428(34) | 0171 | (pl) roadway luminaire | Stockpiled Material Adjustment | 0033 | $-5,551.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Initial Payment | 0021 | $6,560.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Adjustment | 0029 | $-1,845.00 |
17428(34) | 0172 | underpass luminaire | Stockpiled Material Adjustment | 0027 | $-2,460.00 |
17428(34) | 0173 | high mast luminaire | Stockpiled Material Adjustment | 0031 | $-8,330.00 |
17428(34) | 0173 | high mast luminaire | Stockpiled Material Adjustment | 0033 | $-3,570.00 |
17428(34) | 0173 | high mast luminaire | Stockpiled Material Initial Payment | 0021 | $23,800.00 |
17428(34) | 0179 | 140' High mast pole (g.stl.) | Stockpiled Material Initial Payment | 0028 | $8,919.00 |
17428(34) | 0180 | 150' High Mast Pole (G.stl.) | Stockpiled Material Adjustment | 0031 | $-25,024.44 |
17428(34) | 0180 | 150' High Mast Pole (G.stl.) | Stockpiled Material Initial Payment | 0028 | $62,561.10 |
17428(34) | 0180 | 150' High Mast Pole (G.stl.) | Stockpiled Material Adjustment | 0033 | $-12,512.22 |
17428(34) | 0181 | high mast lowering device type 1 | Stockpiled Material Adjustment | 0033 | $-5,200.00 |
17428(34) | 0181 | high mast lowering device type 1 | Stockpiled Material Initial Payment | 0021 | $31,200.00 |
17428(34) | 0181 | high mast lowering device type 1 | Stockpiled Material Adjustment | 0031 | $-10,400.00 | Subtotals For Stockpile Payments | $229,251.28 |
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 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0001 | -1,191.00 | $1.72 | $-2,048.52 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0002 | -2,070.00 | $1.72 | $-3,560.40 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 1,191.00 | $1.72 | $2,048.52 |
17428(32) | 0006 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 2,070.00 | $1.72 | $3,560.40 |
22873(08) | 0006 | PULL BOX(SIZE II) | * Material Discrepancy Adjustments | 0003 | -3.00 | $284.44 | $-853.32 |
22873(08) | 0011 | 1/C NO.0 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0003 | -2,271.00 | $3.01 | $-6,835.71 |
22873(08) | 0011 | 1/C NO.0 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0007 | 2,271.00 | $3.01 | $6,835.71 |
17428(32) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 575.04 | $-1.27 | $-735.42 |
17428(32) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $-40,678.33 |
17428(32) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0013 | 575.04 | $70.74 | $40,678.33 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0012 | 0.00 | $0.00 | $-41,676.04 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 683.55 | $-1.27 | $-874.19 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 683.55 | $60.97 | $41,676.04 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 854.31 | $-0.33 | $-285.25 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 33.75 | $2.43 | $82.14 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 754.88 | $2.43 | $1,837.30 |
17428(32) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 997.02 | $1.48 | $1,484.46 |
17428(32) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 330.13 | $-1.46 | $-482.52 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 133.00 | $-1.27 | $-170.09 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0013 | 197.47 | $-0.33 | $-65.94 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0013 | -197.47 | $68.48 | $-13,522.75 |
17428(34) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | * Material Discrepancy Adjustments | 0016 | 197.47 | $68.48 | $13,522.75 |
17428(34) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 3,082.07 | $-1.27 | $-3,941.66 |
17428(34) | 0026 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 359.57 | $-0.33 | $-120.06 |
17428(32) | 0027 | HANDRAILING | * Material Discrepancy Adjustments | 0032 | -1,138.00 | $79.29 | $-90,232.02 |
17428(32) | 0027 | HANDRAILING | * Material Discrepancy Adjustments | 0033 | 1,138.00 | $79.29 | $90,232.02 |
17428(34) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 108.62 | $-1.46 | $-158.76 |
17428(34) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 566.04 | $2.78 | $1,574.50 |
17428(34) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 1,148.36 | $2.78 | $3,194.28 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0008 | -3,208.00 | $28.41 | $-91,139.28 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0010 | -1,224.16 | $28.41 | $-34,778.39 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 1,224.16 | $28.41 | $34,778.39 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 3,208.00 | $28.41 | $91,139.28 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0016 | -7,458.40 | $28.41 | $-211,893.14 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0021 | 449.41 | $28.41 | $12,767.74 |
17428(32) | 0033 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0022 | 7,008.99 | $28.41 | $199,125.41 |
17428(32) | 0034 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0010 | -3,938.68 | $15.32 | $-60,340.58 |
17428(32) | 0034 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 3,938.68 | $15.32 | $60,340.58 |
17428(34) | 0081 | EDGE DRAIN CONDUIT-PERFORATED | * Material Discrepancy Adjustments | 0017 | -951.00 | $9.12 | $-8,673.12 |
17428(34) | 0081 | EDGE DRAIN CONDUIT-PERFORATED | * Material Discrepancy Adjustments | 0027 | 951.00 | $9.12 | $8,673.12 |
17428(32) | 0082 | (PL)ORNAMENTAL FENCE | * Material Discrepancy Adjustments | 0035 | -455.00 | $59.84 | $-27,227.20 |
17428(32) | 0082 | (PL)ORNAMENTAL FENCE | * Material Discrepancy Adjustments | 0037 | 455.00 | $59.84 | $27,227.20 |
17428(34) | 0099 | CLASS C BRIDGE DECK REPAIR | * Material Discrepancy Adjustments | 0024 | -5.33 | $251.91 | $-1,342.68 |
17428(32) | 0100 | PILES, FURNISHED (HP 10X42) | * Material Discrepancy Adjustments | 0023 | -28.00 | $21.58 | $-604.24 |
17428(34) | 0110 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0012 | -1,917.00 | $25.50 | $-48,883.50 |
17428(34) | 0110 | PILES, FURNISHED (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 1,917.00 | $25.50 | $48,883.50 |
17428(34) | 0111 | PILES, FURNISHED (HP 14X73) | * Material Discrepancy Adjustments | 0012 | -123.17 | $33.94 | $-4,180.39 |
17428(34) | 0111 | PILES, FURNISHED (HP 14X73) | * Material Discrepancy Adjustments | 0013 | 45.00 | $33.94 | $1,527.30 |
17428(34) | 0112 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0012 | -1,799.97 | $16.69 | $-30,041.50 |
17428(34) | 0112 | PILES, DRIVEN (HP 12X53) | * Material Discrepancy Adjustments | 0013 | 1,799.97 | $16.69 | $30,041.50 |
17428(34) | 0113 | PILES, DRIVEN (HP 14X73) | * Material Discrepancy Adjustments | 0012 | -92.02 | $17.48 | $-1,608.51 |
17428(34) | 0113 | PILES, DRIVEN (HP 14X73) | * Material Discrepancy Adjustments | 0013 | 45.00 | $17.48 | $786.60 |
17428(34) | 0115 | WATER REPELLENT (VISUALLY INSPECTED) | * Material Discrepancy Adjustments | 0020 | -3,311.00 | $3.27 | $-10,826.97 |
17428(34) | 0115 | WATER REPELLENT (VISUALLY INSPECTED) | * Material Discrepancy Adjustments | 0021 | 3,311.00 | $3.27 | $10,826.97 |
17428(34) | 0119 | (PL)FIXED BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0015 | -6.00 | $1,515.76 | $-9,094.56 |
17428(34) | 0119 | (PL)FIXED BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0033 | 6.00 | $1,515.76 | $9,094.56 |
17428(34) | 0120 | (PL)EXPANSION BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0013 | -2.00 | $1,522.03 | $-3,044.06 |
17428(34) | 0120 | (PL)EXPANSION BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0015 | -2.00 | $1,522.03 | $-3,044.06 |
17428(34) | 0120 | (PL)EXPANSION BEARING ASSEMBLY | * Material Discrepancy Adjustments | 0033 | 4.00 | $1,522.03 | $6,088.12 |
17428(34) | 0121 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0012 | -55.00 | $10.82 | $-595.10 |
17428(34) | 0121 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Material Discrepancy Adjustments | 0014 | 55.00 | $10.82 | $595.10 |
17428(32) | 0124 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0026 | -85.20 | $12.88 | $-1,097.38 |
17428(32) | 0124 | SHEET ALUMINUM SIGNS | * Material Discrepancy Adjustments | 0030 | 85.20 | $12.88 | $1,097.38 |
17428(32) | 0125 | 2" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0026 | -146.00 | $8.59 | $-1,254.14 |
17428(32) | 0125 | 2" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0030 | 146.00 | $8.59 | $1,254.14 |
17428(32) | 0126 | 2 1/4" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0026 | -28.00 | $8.59 | $-240.52 |
17428(32) | 0126 | 2 1/4" SQUARE TUBE POST | * Material Discrepancy Adjustments | 0030 | 28.00 | $8.59 | $240.52 |
17428(32) | 0142 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0023 | -9.00 | $257.61 | $-2,318.49 |
17428(32) | 0142 | PULL BOX(SIZE I) | * Material Discrepancy Adjustments | 0027 | 9.00 | $257.61 | $2,318.49 |
17428(32) | 0143 | PULL BOX(SIZE II) | * Material Discrepancy Adjustments | 0023 | -1.00 | $284.45 | $-284.45 |
17428(32) | 0143 | PULL BOX(SIZE II) | * Material Discrepancy Adjustments | 0027 | 1.00 | $284.45 | $284.45 |
17428(32) | 0173 | MAST ARM MOUNTED SIGNS(ALUMINUM) | * Material Discrepancy Adjustments | 0029 | -113.50 | $34.88 | $-3,958.88 |
17428(32) | 0173 | MAST ARM MOUNTED SIGNS(ALUMINUM) | * Material Discrepancy Adjustments | 0034 | 113.50 | $34.88 | $3,958.88 |
17428(32) | 0179 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0002 | -4,034.00 | $0.27 | $-1,089.18 |
17428(32) | 0179 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | * Material Discrepancy Adjustments | 0004 | 4,034.00 | $0.27 | $1,089.18 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0005 | -8.00 | $7.51 | $-60.08 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0006 | -33.00 | $7.51 | $-247.83 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0007 | -30.00 | $7.51 | $-225.30 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0008 | 8.00 | $7.51 | $60.08 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0008 | 33.00 | $7.51 | $247.83 |
17428(34) | 0188 | SAND FILLED IMPACT ATTENUATION MODULE | * Material Discrepancy Adjustments | 0008 | 30.00 | $7.51 | $225.30 | Subtotals For Line Item Adjustments | $-4,936.44 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Internal Milestone One | 10/11/2010 | 11/15/2011 | 400.00 DYS | $10,000.00 | Y | |||
02 | Internal Milestone Two | 01/06/2012 | NOT ENTERED | 250.00 DYS | $10,000.00 | N | |||
03 | Internal Milestone SEC 115-155N(806)SG | 09/14/2010 | 11/18/2010 | 70.00 DYS | $1,500.00 | Y | |||
04 | Internal Milestone Four | 01/06/2012 | 01/15/2012 | 40.00 DYS | $25,000.00 | Y | |||
05 | Internal Milestone Five | 01/16/2012 | 02/11/2012 | Complete By 02/11/2012 | $0.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100313 | Estimate Number: | 0039 | Primary JP: | 17428(32) | |||
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-0040-4(432)152 SS | Project: 17428(32) | Category: 0100/ROADWAY - IMY-40-4(432)152 SS | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $140,000.00 | $0.00 | $140,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 25,287.150 | 27,761.690 | 27,761.690 | $4.90 | $0.00 | $136,032.29 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 173,033.000 | 175,507.540 | 175,507.540 | $6.49 | $0.00 | $1,139,043.93 | |
0004 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 1.000 | 1.000 | $7,225.50 | $0.00 | $7,225.50 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $48,538.50 | $0.00 | $48,538.51 | |
0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 4,014.000 | 4,014.000 | 6,096.000 | $1.72 | $0.00 | $10,485.12 | |
0007 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 30.000 | 30.000 | 0.000 | $214.68 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,980.000 | 1,980.000 | 168.000 | $6.44 | $0.00 | $1,081.92 | |
0009 | DITCH LINER PROTECTION | 229 4318 | LF | 6,746.000 | 6,746.000 | 0.000 | $0.97 | $0.00 | $0.00 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 46,286.000 | 46,286.000 | 41,764.480 | $1.18 | $0.00 | $49,282.09 | |
0011 | MOWING | 241 2832 | AC | 76.480 | 76.480 | 15.670 | $42.93 | $0.00 | $672.71 | |
0012 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 4.000 | 4.000 | 0.000 | $1,685.86 | $0.00 | $0.00 | |
0013 | AGGREGATE BASE | 303 0192 | CY | 18.000 | 18.000 | 0.000 | $15.46 | $0.00 | $0.00 | |
0014 | (SP)FLY ASH | 327(A) 4200 | TON | 128.000 | 128.000 | 120.510 | $55.27 | $0.00 | $6,660.59 | |
0015 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 2,945.000 | 2,945.000 | 2,945.000 | $1.65 | $0.00 | $4,859.26 | |
0016 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 15,483.000 | 15,483.000 | 15,483.000 | $4.96 | $0.00 | $76,795.68 | |
0017 | TACK COAT | 407 0250 | GAL | 431.000 | 431.000 | 522.500 | $3.22 | $0.00 | $1,682.45 | |
0018 | PRIME COAT | 408 5774 | GAL | 3,874.000 | 3,874.000 | 0.000 | $4.29 | $0.00 | $0.00 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 481.000 | 481.000 | 575.040 | $70.74 | $0.00 | $40,678.33 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 3,557.000 | 3,557.000 | 3,323.510 | $60.97 | $0.00 | $202,634.40 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 19.550 | 19.550 | 0.000 | $111.63 | $0.00 | $0.00 | |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 325.000 | 325.000 | 330.130 | $88.02 | $0.00 | $29,058.04 | |
0023 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 14,046.000 | 14,046.000 | 13,562.090 | $15.80 | $0.00 | $214,281.03 | |
0024 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 3,125.000 | 3,125.000 | 3,013.790 | $89.16 | $0.00 | $268,709.52 | |
0025 | CLSM BACKFILL | 501(G) 6315 | CY | 105.870 | 645.870 | 535.930 | $90.67 | $0.00 | $48,592.77 | |
0026 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 99.000 | 99.000 | 0.000 | $79.95 | $0.00 | $0.00 | |
0027 | HANDRAILING | 504(G) 6006 | LF | 1,100.000 | 1,100.000 | 1,138.000 | $79.29 | $0.00 | $90,232.02 | |
0028 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 2,605.000 | 2,605.000 | 2,105.000 | $10.63 | $0.00 | $22,376.15 | |
0029 | CLASS A CONCRETE | 509(B) 0321 | CY | 27.000 | 488.400 | 484.780 | $452.19 | $0.00 | $219,212.67 | |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 229.470 | 229.470 | 133.390 | $234.92 | $0.00 | $31,335.99 | |
0031 | RETAINING WALL | 510(A) 6334 | SY | 1,023.000 | 965.700 | 965.700 | $975.00 | $0.00 | $941,557.50 | |
0032 | REINFORCING STEEL | 511(A) 0332 | LB | 2,580.000 | 138,850.000 | 138,850.000 | $0.96 | $0.00 | $133,296.00 | |
0033 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 6,396.000 | 13,827.000 | 13,885.560 | $28.41 | $0.00 | $394,488.76 | |
0034 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 6,396.000 | 13,827.000 | 12,927.230 | $15.32 | $0.00 | $198,045.17 | |
0035 | CONCRETE CURB (6" MNTBLE-INTEGRAL) | 609(A) 0288 | LF | 126.000 | 126.000 | 0.000 | $16.11 | $0.00 | $0.00 | |
0036 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 5,687.000 | 5,687.000 | 5,514.830 | $3.34 | $0.00 | $18,419.53 | |
0037 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 530.000 | 530.000 | 172.000 | $24.77 | $0.00 | $4,260.44 | |
0038 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 260.000 | 260.000 | 200.000 | $29.96 | $0.00 | $5,992.00 | |
0039 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,268.000 | 2,268.000 | 1,956.260 | $26.64 | $0.00 | $52,114.77 | |
0040 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 121.000 | 121.000 | 98.750 | $39.31 | $0.00 | $3,881.86 | |
0041 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 300.000 | 300.000 | 46.430 | $30.58 | $0.00 | $1,419.83 | |
0042 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 64.000 | 64.000 | 100.000 | $28.32 | $0.00 | $2,832.00 | |
0043 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 8.000 | 8.000 | 8.000 | $1,524.72 | $0.00 | $12,197.76 | |
0044 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $1,677.94 | $0.00 | $1,677.94 | |
0045 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 13.000 | 13.000 | 13.000 | $379.41 | $0.00 | $4,932.33 | |
0046 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 4.000 | 4.000 | 4.000 | $2,455.99 | $0.00 | $9,823.96 | |
0047 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 3.000 | 3.000 | 3.000 | $3,016.89 | $0.00 | $9,050.67 | |
0048 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 2.000 | 2.000 | 2.000 | $4,555.45 | $0.00 | $9,110.90 | |
0049 | INLET CICI DES. 3 (2B) | 611(E) 5123 | EA | 2.000 | 2.000 | 2.000 | $4,430.86 | $0.00 | $8,861.72 | |
0050 | INLET GPI TYPE 1 (DES. 1) | 611(E) 5327 | EA | 1.000 | 1.000 | 1.000 | $1,894.98 | $0.00 | $1,894.98 | |
0051 | INLET GPI TYPE 2 (DES. 13) | 611(E) 5339 | EA | 1.000 | 1.000 | 1.000 | $2,272.16 | $0.00 | $2,272.16 | |
0052 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 1.000 | 1.000 | 1.000 | $4,406.00 | $0.00 | $4,406.00 | |
0053 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(2B) | 611(E) 5976 | EA | 1.000 | 1.000 | 1.000 | $5,305.75 | $0.00 | $5,305.75 | |
0054 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B) | 611(E) 5984 | EA | 1.000 | 1.000 | 1.000 | $5,351.70 | $0.00 | $5,351.70 | |
0055 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 1.000 | 1.000 | 1.000 | $5,598.27 | $0.00 | $5,598.27 | |
0056 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 1.000 | $1,670.57 | $0.00 | $1,670.57 | |
0057 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 3.000 | 3.000 | 3.000 | $1,460.80 | $0.00 | $4,382.40 | |
0058 | INLET (SMD-TYPE 2A) | 611(E) 6004 | EA | 1.000 | 1.000 | 1.000 | $1,406.86 | $0.00 | $1,406.86 | |
0059 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 42.000 | 42.000 | 42.000 | $371.24 | $0.00 | $15,592.08 | |
0060 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 90.000 | 90.000 | 90.000 | $216.52 | $0.00 | $19,486.80 | |
0061 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 835.000 | 835.000 | 845.000 | $33.04 | $0.00 | $27,918.80 | |
0062 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 460.000 | 460.000 | 464.000 | $42.93 | $0.00 | $19,919.52 | |
0063 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 277.000 | 277.000 | 291.000 | $57.47 | $0.00 | $16,723.77 | |
0064 | 18" R.C.PIPE CLASS IV | 613(B) 0582 | LF | 94.000 | 94.000 | 82.000 | $35.45 | $0.00 | $2,906.90 | |
0065 | 30" R.C.PIPE CLASS IV | 613(B) 0584 | LF | 118.000 | 118.000 | 152.000 | $65.11 | $0.00 | $9,896.72 | |
0066 | 42" R.C.PIPE CLASS IV | 613(B) 0586 | LF | 291.000 | 291.000 | 296.000 | $103.39 | $0.00 | $30,603.44 | |
0067 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 1.000 | $543.00 | $0.00 | $543.00 | |
0068 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 2.000 | 2.000 | 2.000 | $1,220.89 | $0.00 | $2,441.78 | |
0069 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
0070 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 1.000 | $246.52 | $0.00 | $246.52 | |
0071 | REMOVAL OF FENCE | 619(B) 4725 | LF | 1,779.000 | 1,779.000 | 904.000 | $1.07 | $0.00 | $967.28 | |
0072 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 1,544.000 | 1,544.000 | 1,404.000 | $2.54 | $0.00 | $3,566.16 | |
0073 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 13,085.000 | 13,085.000 | 10,787.280 | $4.96 | $0.00 | $53,504.92 | |
0074 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,517.000 | 5,517.000 | 5,551.550 | $1.61 | $0.00 | $8,938.00 | |
0075 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 7.000 | 7.000 | 7.000 | $580.85 | $0.00 | $4,065.95 | |
0076 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 2.000 | 2.000 | 2.000 | $580.85 | $0.00 | $1,161.70 | |
0077 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 123.000 | 123.000 | 60.000 | $5.09 | $0.00 | $305.40 | |
0078 | REMOVAL OF CURB | 619(B) 4791 | LF | 6,024.000 | 6,024.000 | 5,128.000 | $0.85 | $0.00 | $4,358.80 | |
0079 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 506.000 | 506.000 | 483.000 | $1.70 | $0.00 | $821.10 | |
0080 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 431.000 | 431.000 | 393.000 | $8.48 | $0.00 | $3,332.64 | |
0081 | SAWING PAVEMENT | 619(C) 0924 | LF | 404.000 | 404.000 | 396.000 | $4.10 | $0.00 | $1,623.60 | |
0082 | (PL)ORNAMENTAL FENCE | 624 5910 | LF | 455.000 | 455.000 | 455.000 | $59.84 | $0.00 | $27,227.20 | |
0083 | (PL)REMOVAL OF HIGH MAST TOWER | 890(A) 8708 | EA | 1.000 | 1.000 | 1.000 | $2,334.59 | $0.00 | $2,334.59 | |
8000 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 0.000 | 1,942.000 | 1,942.000 | $8.00 | $0.00 | $15,536.00 | |
8001 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 461.400 | 461.400 | $146.53 | $0.00 | $67,608.94 | |
8002 | GRANULAR BACKFILL | 501(F) 6352 | CY | 0.000 | 1,437.000 | 1,437.000 | $35.00 | $0.00 | $50,295.00 | |
8003 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 0.000 | 7,431.000 | 7,458.400 | $6.78 | $0.00 | $50,567.95 | |
8004 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 0.000 | 7,431.000 | 6,993.550 | $4.04 | $0.00 | $28,253.94 | |
Subtotals For Category 0100/ROADWAY - IMY-40-4(432)152 SS | $0.00 | $5,149,471.30 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0110/UTILITIES - IMY-40-4(432)152 SS | ||||||||
0084 | CLSM BACKFILL | 501(G) 6315 | CY | 74.630 | 74.630 | 0.000 | $171.74 | $0.00 | $0.00 | |
0085 | 6" PLUG | 616 0108 | EA | 1.000 | 1.000 | 0.000 | $1,073.37 | $0.00 | $0.00 | |
0086 | 8" PLUG | 616 0110 | EA | 1.000 | 1.000 | 0.000 | $1,073.37 | $0.00 | $0.00 | |
0087 | 24" PLUG | 616 0120 | EA | 1.000 | 1.000 | 0.000 | $1,610.06 | $0.00 | $0.00 | |
Subtotals For Category 0110/UTILITIES - IMY-40-4(432)152 SS | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0200/BRIDGE 'I-K' - IMY-40-4(432)152 SS | ||||||||
0088 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 1,085.000 | 1,085.000 | 1,085.000 | $9.13 | $0.00 | $9,906.05 | |
0089 | CLSM BACKFILL | 501(G) 6309 | CY | 248.800 | 248.800 | 248.800 | $78.84 | $0.00 | $19,615.40 | |
0090 | APPROACH SLAB | 504(A) 1304 | SY | 527.200 | 527.200 | 527.200 | $142.69 | $0.00 | $75,226.16 | |
0091 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 135.000 | 135.000 | 135.000 | $291.28 | $0.00 | $39,322.80 | |
0092 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 1,322.300 | 1,322.300 | 1,322.300 | $98.94 | $0.00 | $130,828.37 | |
0093 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,489,290.000 | 1,489,290.000 | 1,489,290.000 | $1.20 | $0.00 | $1,787,148.00 | |
0094 | (PL)SPECIAL CONCRETE FINISH | 509 6152 | SY | 7,256.000 | 7,256.000 | 7,256.000 | $10.63 | $0.00 | $77,131.28 | |
0095 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,285.400 | 1,285.400 | 1,285.400 | $550.00 | $0.00 | $706,970.00 | |
0096 | CLASS A CONCRETE | 509(B) 1328 | CY | 1,231.400 | 1,231.400 | 1,231.400 | $450.00 | $0.00 | $554,130.00 | |
0097 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,272.000 | 1,272.000 | 1,217.430 | $61.47 | $0.00 | $74,835.42 | |
0098 | REINFORCING STEEL | 511(A) 1332 | LB | 44,040.000 | 44,040.000 | 44,040.000 | $0.90 | $0.00 | $39,636.00 | |
0099 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 408,260.000 | 408,260.000 | 408,260.000 | $0.90 | $0.00 | $367,434.00 | |
0100 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 308.000 | 308.000 | 348.000 | $21.58 | $0.00 | $7,509.84 | |
0101 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 2,794.000 | 2,794.000 | 2,796.760 | $26.64 | $0.00 | $74,505.69 | |
0102 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 308.000 | 308.000 | 300.440 | $14.10 | $0.00 | $4,236.20 | |
0103 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 2,794.000 | 2,794.000 | 2,712.620 | $17.03 | $0.00 | $46,195.92 | |
0104 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 7,256.000 | 7,256.000 | 7,256.000 | $3.27 | $0.00 | $23,727.12 | |
0105 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 888.000 | 888.000 | 892.460 | $399.09 | $0.00 | $356,171.86 | |
0106 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 130.400 | 130.400 | 130.400 | $3.22 | $0.00 | $419.89 | |
0107 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 1.000 | $80.50 | $0.00 | $80.50 | |
0108 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 48.000 | 48.000 | 48.000 | $1,638.24 | $0.00 | $78,635.52 | |
0109 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 32.000 | 32.000 | 32.000 | $1,644.30 | $0.00 | $52,617.60 | |
0110 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 460.000 | 460.000 | 460.000 | $10.53 | $0.00 | $4,843.80 | |
0111 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 160.000 | 160.000 | 160.000 | $13.49 | $0.00 | $2,158.40 | |
Subtotals For Category 0200/BRIDGE 'I-K' - IMY-40-4(432)152 SS | $0.00 | $4,533,285.82 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0201/BRIDGE 'I-M' - IMY-40-4(432)152 SS | ||||||||
0112 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 32.000 | 32.000 | 32.000 | $102.78 | $0.00 | $3,288.96 | |
0113 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 201.000 | 201.000 | 201.000 | $1.76 | $0.00 | $353.76 | |
0114 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
Subtotals For Category 0201/BRIDGE 'I-M' - IMY-40-4(432)152 SS | $0.00 | $128,642.72 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0202/BRIDGE 'I-N' - IMY-40-4(432)152 SS | ||||||||
0115 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 18,770.000 | 18,770.000 | 18,770.000 | $4.90 | $0.00 | $91,973.00 | |
0116 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 2,240.000 | 2,240.000 | 862.430 | $17.06 | $0.00 | $14,713.06 | |
0117 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 27,515.000 | 27,515.000 | 2,007.290 | $8.09 | $0.00 | $16,238.98 | |
0118 | (SP)H.E.S. CONCRETE CLASS AA | 509(A) 0325 | CY | 445.900 | 445.900 | 0.000 | $295.73 | $0.00 | $0.00 | |
0119 | CLASS AA CONCRETE | 509(A) 1326 | CY | 2,185.900 | 2,185.900 | 2,455.500 | $320.00 | $0.00 | $785,760.00 | |
0120 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 688.000 | 688.000 | 200.000 | $49.24 | $0.00 | $9,848.00 | |
0121 | REINFORCING STEEL | 511(A) 1332 | LB | 422,510.000 | 422,510.000 | 443,135.000 | $0.74 | $0.00 | $327,919.90 | |
0122 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $175,000.00 | $0.00 | $175,000.00 | |
Subtotals For Category 0202/BRIDGE 'I-N' - IMY-40-4(432)152 SS | $0.00 | $1,421,452.94 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0310/TRAFFIC SIGNING & STRIPING -IMY-40-4(432)152 SS | ||||||||
0123 | PRECAST CONCRETE MEDIAN BARRIER, TYPE I | 627(A) 4310 | LF | 138.000 | 138.000 | 0.000 | $39.41 | $0.00 | $0.00 | |
0124 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 172.460 | 172.460 | 105.200 | $12.88 | $0.00 | $1,354.98 | |
0125 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 192.000 | 192.000 | 146.000 | $8.59 | $0.00 | $1,254.14 | |
0126 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 52.000 | 52.000 | 52.000 | $8.59 | $0.00 | $446.68 | |
0127 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,889.450 | 12,889.450 | 10,408.000 | $0.70 | $0.00 | $7,285.60 | |
0128 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 282.000 | 282.000 | 306.000 | $1.07 | $0.00 | $327.42 | |
0129 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 372.000 | 372.000 | 74.000 | $6.44 | $0.00 | $476.56 | |
0130 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 17.000 | 17.000 | 6.000 | $91.24 | $0.00 | $547.44 | |
0131 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 10.000 | 10.000 | 3.000 | $134.17 | $0.00 | $402.51 | |
0132 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 4.000 | 4.000 | 2.000 | $429.35 | $0.00 | $858.70 | |
0133 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 7,270.000 | 7,270.000 | 3,080.000 | $0.27 | $0.00 | $831.60 | |
0134 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 4.000 | 4.000 | 0.000 | $107.34 | $0.00 | $0.00 | |
0135 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 4.000 | 4.000 | 0.000 | $53.67 | $0.00 | $0.00 | |
Subtotals For Category 0310/TRAFFIC SIGNING & STRIPING -IMY-40-4(432)152 SS | $0.00 | $13,785.63 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0320/TRAFFIC SIGNALS -IMY-40-4(432)152 SS | ||||||||
0136 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 390.000 | 390.000 | 0.000 | $3.27 | $0.00 | $0.00 | |
0137 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 130.000 | 130.000 | 207.000 | $14.38 | $0.00 | $2,976.66 | |
0138 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,750.000 | 1,750.000 | 1,618.000 | $3.76 | $0.00 | $6,083.68 | |
0139 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 115.000 | 115.000 | 249.000 | $4.83 | $0.00 | $1,202.67 | |
0140 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 525.000 | 525.000 | 465.000 | $19.32 | $0.00 | $8,983.80 | |
0141 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 315.000 | 315.000 | 300.000 | $9.66 | $0.00 | $2,898.00 | |
0142 | PULL BOX(SIZE I) | 803 8065 | EA | 25.000 | 25.000 | 22.000 | $257.61 | $0.00 | $5,667.42 | |
0143 | PULL BOX(SIZE II) | 803 8066 | EA | 2.000 | 2.000 | 2.000 | $284.45 | $0.00 | $568.90 | |
0144 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 18.100 | 18.100 | 18.400 | $499.12 | $0.00 | $9,183.81 | |
0145 | REINFORCING STEEL | 804(B) 2916 | LB | 2,706.600 | 2,706.600 | 2,706.600 | $1.56 | $0.00 | $4,222.29 | |
0146 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 2.000 | $5,336.82 | $0.00 | $10,673.64 | |
0147 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 1.000 | $6,014.12 | $0.00 | $6,014.12 | |
0148 | 32'MH POLE 50'TS & 10'LMA(G.STL.) | 806(A) 8314 | EA | 2.000 | 2.000 | 2.000 | $7,513.62 | $0.00 | $15,027.24 | |
0149 | POLE & 35' TS MST.ARM(G.STL.) | 806(A) 8730 | EA | 1.000 | 1.000 | 1.000 | $5,174.74 | $0.00 | $5,174.74 | |
0150 | 8' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8892 | EA | 3.000 | 3.000 | 3.000 | $923.10 | $0.00 | $2,769.30 | |
0151 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 5.000 | 5.000 | 5.000 | $375.68 | $0.00 | $1,878.40 | |
0152 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 100.000 | 100.000 | 0.000 | $2.31 | $0.00 | $0.00 | |
0153 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 815.000 | 815.000 | 450.000 | $1.02 | $0.00 | $459.00 | |
0154 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 2.000 | 2.000 | 2.000 | $15,553.20 | $0.00 | $31,106.40 | |
0155 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 28.000 | 28.000 | 28.000 | $99.82 | $0.00 | $2,794.96 | |
0156 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 3,420.000 | 3,420.000 | 3,598.000 | $3.43 | $0.00 | $12,341.14 | |
0157 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 6.000 | 6.000 | 6.000 | $1,261.22 | $0.00 | $7,567.32 | |
0158 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 9.000 | 9.000 | 9.000 | $609.68 | $0.00 | $5,487.12 | |
0159 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 3.000 | 3.000 | 3.000 | $595.72 | $0.00 | $1,787.16 | |
0160 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 2.000 | 2.000 | 2.000 | $595.73 | $0.00 | $1,191.46 | |
0161 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 2.000 | 2.000 | $1,035.81 | $0.00 | $2,071.62 | |
0162 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 6.000 | 6.000 | 6.000 | $531.32 | $0.00 | $3,187.92 | |
0163 | BACKPLATE | 833 3030 | EA | 16.000 | 16.000 | 16.000 | $83.72 | $0.00 | $1,339.52 | |
0164 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 2,920.000 | 2,920.000 | 2,931.000 | $1.34 | $0.00 | $3,927.54 | |
0165 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 540.000 | 540.000 | 728.000 | $1.61 | $0.00 | $1,172.08 | |
0166 | 9/C TRAF.SIG.EL.CABLE | 834(A) 8209 | LF | 45.000 | 45.000 | 31.000 | $2.52 | $0.00 | $78.12 | |
0167 | 12/C TRAF.SIG.ELECT.CABLE | 834(A) 8210 | LF | 400.000 | 400.000 | 418.000 | $3.22 | $0.00 | $1,345.96 | |
0168 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 80.000 | 80.000 | 0.000 | 4,101.000 | $2.15 | $0.00 | $8,817.15 |
0169 | (PL)E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 5.000 | $998.24 | $0.00 | $4,991.20 | |
0170 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 6.000 | 6.000 | 6.000 | $379.98 | $0.00 | $2,279.88 | |
0171 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,200.000 | 1,200.000 | 1,244.000 | $1.77 | $0.00 | $2,201.88 | |
0172 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 4.000 | 4.000 | 4.000 | $1,306.30 | $0.00 | $5,225.20 | |
0173 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 103.500 | 103.500 | 113.500 | $34.88 | $0.00 | $3,958.88 | |
0174 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $5,366.87 | $0.00 | $5,366.87 | |
Subtotals For Category 0320/TRAFFIC SIGNALS -IMY-40-4(432)152 SS | $0.00 | $192,023.05 | ||||||||
Fed/State Project Number: IMY-0040-4(432)152 SS | Project: 17428(32) | Category: 0340/TRAFFIC CONTROL - IMY-40-4(432)152 SS | ||||||||
0175 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 1.000 | 1.000 | 0.000 | $22,902.47 | $0.00 | $0.00 | |
0176 | PRECAST CONCRETE MEDIAN BARRIER, PORTABLE TYPE | 627(E) 4314 | LF | 2,512.500 | 2,512.500 | 25.000 | $39.41 | $0.00 | $985.25 | |
0177 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 2,087.500 | 2,087.500 | 1,020.000 | $10.80 | $0.00 | $11,016.00 | |
0178 | TRAFFIC STRIPE(PLASTIC)(THIN-LINE)(4" WIDE) | 855(A) 8815 | LF | 11,900.000 | 11,900.000 | 0.000 | $0.54 | $0.00 | $0.00 | |
0179 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 5,460.000 | 5,460.000 | 19,444.000 | $0.27 | $0.00 | $5,249.88 | |
0180 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,000.000 | 2,000.000 | 0.000 | $0.27 | $0.00 | $0.00 | |
0181 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 16,515.000 | 16,515.000 | 5,466.000 | $0.27 | $0.00 | $1,475.82 | |
0182 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 53.000 | 53.000 | 0.000 | $96.60 | $0.00 | $0.00 | |
0183 | (PL)SAND FILLED IMPACT ATTENUATION SYSTEM | 870(A) 8490 | SD | 1,110.000 | 1,110.000 | 0.000 | $7.51 | $0.00 | $0.00 | |
0184 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 195.000 | 195.000 | 6.000 | $10.73 | $0.00 | $64.38 | |
0185 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,755.000 | 10,755.000 | 285.000 | 24,299.000 | $0.54 | $153.90 | $13,121.46 |
0186 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 9,855.000 | 9,855.000 | 180.000 | 12,400.000 | $0.54 | $97.20 | $6,696.00 |
0187 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,870.000 | 9,870.000 | 90.000 | 11,180.000 | $2.15 | $193.50 | $24,037.00 |
0188 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,640.000 | 8,640.000 | 195.000 | 13,286.000 | $0.54 | $105.30 | $7,174.44 |
0189 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 5.000 | 5.000 | 0.000 | $134.17 | $0.00 | $0.00 | |
0190 | WING BARRICADES | 880(C) 8848 | SD | 1,980.000 | 1,980.000 | 150.000 | 4,924.000 | $1.07 | $160.50 | $5,268.68 |
0191 | SIGNS 0 TO 6.25 SF | 880(D) 8017 | EA | 8.000 | 8.000 | 0.000 | $64.40 | $0.00 | $0.00 | |
0192 | SIGNS 6.26 TO 15.99 SF | 880(E) 8018 | EA | 15.000 | 15.000 | 0.000 | $85.87 | $0.00 | $0.00 | |
0193 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 20,850.000 |