Contract ID: | 110453 | Estimate Number: | 0034 | Contract No: | 710400 | |||
Residency: | COBB ENGINEERING CO., INC. (08003) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | IMY-244-2(500)014, IMY-244-2(499)011 | ||||||||||||
Primary Job Piece No: | 27146(04) | ||||||||||||
Contract Description: | BRIDGE AND PAVEMENT REHABILITATION I-244: FROM 73RD STREET, EXTEND EAST TO THE I-44 INTERCHANGE IN THE CITY OF TULSA. PROJECT LENGTH = 4.333 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | I-244 | ||||||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | ||||||||||||
1640 S. 101ST. E AVENUE | |||||||||||||
TULSA , OK 74128 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 09/16/2015 TO 10/14/2016 |
Date Awarded: | 10/03/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 420 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | 10/07/2013 | Current Time Charged: | 406.00 |
Date NTP Issued: | 10/20/2011 | Completion Date: | 10/07/2013 | Current Time Allowed: | 420.00 |
General Liability Expires: | 01/01/2017 | Workman's Comp Expires: | 01/01/2017 | Percent Time Used: | 96.67 % |
Specification Year: | 2009 | Date Approved: | 11/14/2016 | ||
Bid Amount: | $35,057,955.07 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $36,232,845.06 | Participating: | $34,452,626.33 | $33,709,389.87 | $743,236.46 | ||
Percent Complete: | 95.19 % | Non Participating: | $56,738.49 | $56,738.49 | $0.00 | ||
Unearned Balance: | $1,744,167.65 | Total Earnings: | $34,509,364.82 | $33,766,128.36 | $743,236.46 | ||
Stockpiled Materials: | $0.00 | $0.01 | $-0.01 | ||||
Gross Earnings: | $34,509,364.82 | $33,766,128.37 | $743,236.45 | ||||
Other Adjustments: | $-20,687.41 | $384,947.12 | $-405,634.53 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $34,488,677.41 | $34,151,075.49 | $337,601.92 |
Contract ID: | 110453 | Estimate Number: | 0034 | Primary JP: | 27146(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adding seven new items & reducing the quantity on six items | Approved | 05/11/2012 | 0.0 | $-177,705.20 |
002 | adding fifteen new items to the contract & correcting one | Approved | 02/05/2013 | 0.0 | $235,198.61 |
003 | To modify the plan phase of construction. | Approved | 08/24/2012 | 0.0 | $0.00 |
004 | Compensate Contractor for B Time & C Time. | Approved | 04/01/2013 | 0.0 | $800,000.00 |
005 | Adding new items and Deleting items | Approved | 07/01/2013 | 0.0 | $60,375.95 |
006 | This Change Order is needed to add 7 items to the contract. | Approved | 01/06/2014 | 0.0 | $19,833.72 |
007 | Changing the unit price for pier mounted lighted pole bckt. | Approved | 04/10/2015 | 0.0 | $-5,594.27 |
008 | Pavement/Bridge Smoothness Bonus | Approved | 01/04/2016 | 0.0 | $59,481.71 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-27,198.14 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $34,501.59 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-98.66 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-8,705.32 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-29,941.61 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-98.66 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-8,705.32 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-29,941.61 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-29,941.61 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-8,705.32 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-98.66 |
26300(09) | 0012 | Stockpiled Material Closure | 0034 | $-0.01 | |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-2,220.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $16,633.26 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-14,413.01 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,269.86 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0012 | $-12,136.89 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-21,360.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-2,220.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-11,552.47 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-2,220.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-21,360.24 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-12,626.78 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0012 | $-12,136.89 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $48,344.17 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $12,926.38 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-12,926.38 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $34,292.22 |
26300(09) | 0021 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-34,292.22 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-13,772.12 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $13,772.12 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $34,249.60 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0010 | $-34,249.60 |
26300(09) | 0093 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
26300(09) | 0093 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0023 | $-2,542.48 |
26300(09) | 0093 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
26300(09) | 0093 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0023 | $-849.23 |
26300(09) | 0093 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0023 | $-6,286.91 |
26300(09) | 0093 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
26300(09) | 0093 | HARDWARE | Stockpiled Material Adjustment | 0023 | $-1,381.96 |
26300(09) | 0093 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
26300(09) | 0093 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0023 | $-1,585.78 |
26300(09) | 0093 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
26300(09) | 0093 | PIPE BENDING | Stockpiled Material Adjustment | 0023 | $-2,061.67 |
26300(09) | 0093 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0093 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
26300(09) | 0093 | STEEL PIPE | Stockpiled Material Adjustment | 0023 | $-10,496.23 |
26300(09) | 0093 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0023 | $-6.02 |
26300(09) | 0093 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
26300(09) | 0094 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
26300(09) | 0094 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0024 | $-2,542.48 |
26300(09) | 0094 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0024 | $-6,286.91 |
26300(09) | 0094 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
26300(09) | 0094 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
26300(09) | 0094 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0024 | $-849.23 |
26300(09) | 0094 | HARDWARE | Stockpiled Material Adjustment | 0024 | $-1,381.96 |
26300(09) | 0094 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
26300(09) | 0094 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
26300(09) | 0094 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0024 | $-1,585.78 |
26300(09) | 0094 | PIPE BENDING | Stockpiled Material Adjustment | 0024 | $-2,061.67 |
26300(09) | 0094 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0094 | STEEL PIPE | Stockpiled Material Adjustment | 0024 | $-10,496.23 |
26300(09) | 0094 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
26300(09) | 0094 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0024 | $-6.02 |
26300(09) | 0094 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
26300(09) | 0095 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
26300(09) | 0095 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0023 | $-2,542.48 |
26300(09) | 0095 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0023 | $-6,286.91 |
26300(09) | 0095 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
26300(09) | 0095 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0023 | $-849.23 |
26300(09) | 0095 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
26300(09) | 0095 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
26300(09) | 0095 | HARDWARE | Stockpiled Material Adjustment | 0023 | $-1,381.96 |
26300(09) | 0095 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
26300(09) | 0095 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0023 | $-1,585.78 |
26300(09) | 0095 | PIPE BENDING | Stockpiled Material Adjustment | 0023 | $-2,061.67 |
26300(09) | 0095 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0095 | STEEL PIPE | Stockpiled Material Adjustment | 0023 | $-10,496.23 |
26300(09) | 0095 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
26300(09) | 0095 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0023 | $-6.02 |
26300(09) | 0095 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Initial Payment | 0013 | $77,544.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0020 | $-12,206.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0026 | $-15,796.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0024 | $-24,412.00 |
26300(09) | 0109 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0018 | $-25,130.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0020 | $-4,352.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0026 | $-5,632.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0018 | $-8,960.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0024 | $-8,704.00 |
26300(09) | 0110 | DESIGN B BREAKAWAY BASE | Stockpiled Material Initial Payment | 0013 | $27,648.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Initial Payment | 0001 | $26,076.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Adjustment | 0018 | $-17,220.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Adjustment | 0020 | $-8,364.00 |
26300(09) | 0111 | Roadway Luminaire | Stockpiled Material Adjustment | 0024 | $-492.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0002 | $20,615.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $-20,615.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0002 | $1,650.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $-1,650.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0005 | $27,060.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0018 | $-17,220.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0024 | $-1,476.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0020 | $-8,364.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0024 | $-3,353.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0018 | $-3,452.40 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0026 | $-2,170.08 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0020 | $-1,676.88 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Initial Payment | 0005 | $10,653.12 |
26300(09) | 0113 | XHHW-4-BLACK-STRANDED | Stockpiled Material Adjustment | 0032 | $-22,405.36 |
26300(09) | 0113 | XHHW-4-BLACK-STRANDED | Stockpiled Material Initial Payment | 0013 | $22,405.36 |
26300(09) | 0113 | XHHW 4 WHITE | Stockpiled Material Initial Payment | 0013 | $15,823.00 |
26300(09) | 0113 | XHHW 4 WHITE | Stockpiled Material Adjustment | 0032 | $-15,823.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $49,418.49 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-8,194.48 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.01 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,825.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $46,049.04 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-41,224.00 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0007 | $-11,547.45 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0005 | $11,547.45 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.24 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,269.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,445.89 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,627.96 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.85 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,803.99 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.23 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.24 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,269.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,445.89 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.23 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $31,710.91 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-1,206.82 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.85 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $31,842.78 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-20,848.11 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,994.67 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,994.66 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-23,297.56 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $34,292.22 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,994.66 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $21,365.83 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-10,371.17 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,981.00 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $34,249.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-23,268.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $34,249.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,981.00 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-23,268.60 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-9,496.48 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $20,477.48 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0008 | $-10,981.00 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Initial Payment | 0011 | $22,509.00 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0011 | $-5,105.70 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Closure | 0020 | $-10,859.22 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0012 | $-4,611.60 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0017 | $-1,054.08 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0018 | $-878.40 |
27146(04) | 0317 | QGELITE 2FT0IN WIDE 8 BAY IMPACT ATTEN. | Stockpiled Material Initial Payment | 0014 | $33,780.88 |
27146(04) | 0317 | QGELITE 2FT0IN WIDE 8 BAY IMPACT ATTEN. | Stockpiled Material Adjustment | 0014 | $-33,780.88 |
27146(04) | 0354 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0354 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0023 | $-2,542.48 |
27146(04) | 0354 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0023 | $-6,286.91 |
27146(04) | 0354 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0354 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0023 | $-849.23 |
27146(04) | 0354 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
27146(04) | 0354 | HARDWARE | Stockpiled Material Adjustment | 0023 | $-1,381.96 |
27146(04) | 0354 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
27146(04) | 0354 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
27146(04) | 0354 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0023 | $-1,585.78 |
27146(04) | 0354 | PIPE BENDING | Stockpiled Material Adjustment | 0023 | $-2,061.67 |
27146(04) | 0354 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
27146(04) | 0354 | STEEL PIPE | Stockpiled Material Adjustment | 0023 | $-10,496.23 |
27146(04) | 0354 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
27146(04) | 0354 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Adjustment | 0023 | $-6.02 |
27146(04) | 0354 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0355 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0024 | $-2,542.48 |
27146(04) | 0355 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0355 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0024 | $-6,286.91 |
27146(04) | 0355 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0355 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0024 | $-849.23 |
27146(04) | 0355 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
27146(04) | 0355 | HARDWARE | Stockpiled Material Adjustment | 0024 | $-1,381.96 |
27146(04) | 0355 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
27146(04) | 0355 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0024 | $-1,585.78 |
27146(04) | 0355 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
27146(04) | 0355 | PIPE BENDING | Stockpiled Material Adjustment | 0024 | $-2,061.67 |
27146(04) | 0355 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
27146(04) | 0355 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
27146(04) | 0355 | STEEL PIPE | Stockpiled Material Adjustment | 0024 | $-10,496.23 |
27146(04) | 0355 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0355 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Adjustment | 0024 | $-6.02 |
27146(04) | 0356 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $5,084.96 |
27146(04) | 0356 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0022 | $-5,084.96 |
27146(04) | 0356 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $12,573.82 |
27146(04) | 0356 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0022 | $-12,573.82 |
27146(04) | 0356 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0022 | $-1,698.46 |
27146(04) | 0356 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,698.46 |
27146(04) | 0356 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $2,763.92 |
27146(04) | 0356 | HARDWARE | Stockpiled Material Adjustment | 0022 | $-2,763.92 |
27146(04) | 0356 | STEEL PLATE, BEAM AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $3,171.56 |
27146(04) | 0356 | STEEL PLATE, BEAM AND FLAT BAR | Stockpiled Material Adjustment | 0022 | $-3,171.56 |
27146(04) | 0356 | PIPE BENDING | Stockpiled Material Adjustment | 0022 | $-4,123.34 |
27146(04) | 0356 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $4,123.34 |
27146(04) | 0356 | STEEL PIPE | Stockpiled Material Adjustment | 0022 | $-20,992.46 |
27146(04) | 0356 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $20,992.46 |
27146(04) | 0356 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $12.04 |
27146(04) | 0356 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Adjustment | 0022 | $-12.04 |
27146(04) | 0357 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0357 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0022 | $-2,542.48 |
27146(04) | 0357 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0357 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0022 | $-6,286.91 |
27146(04) | 0357 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0022 | $-849.23 |
27146(04) | 0357 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
27146(04) | 0357 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
27146(04) | 0357 | HARDWARE | Stockpiled Material Adjustment | 0022 | $-1,381.96 |
27146(04) | 0357 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
27146(04) | 0357 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0022 | $-1,585.78 |
27146(04) | 0357 | PIPE BENDING | Stockpiled Material Adjustment | 0022 | $-2,061.67 |
27146(04) | 0357 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
27146(04) | 0357 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
27146(04) | 0357 | STEEL PIPE | Stockpiled Material Adjustment | 0022 | $-10,496.23 |
27146(04) | 0357 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0357 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0022 | $-6.02 |
27146(04) | 0358 | HARDWARE AND PLATES | Stockpiled Material Adjustment | 0022 | $-10,169.92 |
27146(04) | 0358 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $10,169.92 |
27146(04) | 0358 | BASE/HAND HOLE PLATES | Stockpiled Material Adjustment | 0022 | $-25,147.64 |
27146(04) | 0358 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $25,147.64 |
27146(04) | 0358 | U-BOLTS AND HARDWARE | Stockpiled Material Adjustment | 0022 | $-3,396.92 |
27146(04) | 0358 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $3,396.92 |
27146(04) | 0358 | HARDWARE | Stockpiled Material Adjustment | 0022 | $-5,527.84 |
27146(04) | 0358 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $5,527.84 |
27146(04) | 0358 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Adjustment | 0022 | $-6,343.12 |
27146(04) | 0358 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $6,343.12 |
27146(04) | 0358 | PIPE BENDING | Stockpiled Material Adjustment | 0022 | $-8,246.68 |
27146(04) | 0358 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $8,246.68 |
27146(04) | 0358 | STEEL PIPE | Stockpiled Material Adjustment | 0022 | $-41,984.92 |
27146(04) | 0358 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $41,984.92 |
27146(04) | 0358 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $24.08 |
27146(04) | 0358 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Adjustment | 0022 | $-24.08 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0014 | $-7,898.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Closure | 0033 | $-21,540.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0020 | $-12,924.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Initial Payment | 0013 | $83,288.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0016 | $-4,308.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0024 | $-15,078.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0026 | $-12,924.00 |
27146(04) | 0373 | 38' POLE, TENON TOP GV, AB, W/TEMP | Stockpiled Material Adjustment | 0022 | $-8,616.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Closure | 0033 | $-13,056.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0020 | $-4,608.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0026 | $-4,608.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0016 | $-1,536.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Initial Payment | 0013 | $29,696.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0014 | $2,560.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0024 | $-5,376.00 |
27146(04) | 0374 | DESIGN B BREAKAWAY BASE | Stockpiled Material Adjustment | 0022 | $-3,072.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0014 | $-5,412.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0005 | $64,452.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0012 | $-13,776.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0030 | $-8,364.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0022 | $-5,904.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0026 | $-8,856.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0016 | $-2,952.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0020 | $-8,856.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0024 | $-10,332.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $0.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0020 | $-1,775.52 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0016 | $-591.84 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0014 | $-1,085.04 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0012 | $-2,761.92 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0026 | $-493.20 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0024 | $-2,071.44 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Adjustment | 0022 | $-1,183.68 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Initial Payment | 0005 | $9,962.64 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Double Mast Arm) | Stockpiled Material Initial Payment | 0005 | $1,650.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Double Mast Arm) | Stockpiled Material Adjustment | 0012 | $-1,650.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0022 | $250,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $150,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0034 | $-400,000.00 | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 7,732.00 | $0.05 | $414.05 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 1,848.00 | $0.02 | $43.52 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 1,700.70 | $-0.06 | $-111.48 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 15,315.58 | $-0.06 | $-1,003.94 |
26300(09) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0034 | 1,450.33 | $-0.42 | $-612.84 |
26300(09) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 103.36 | $0.63 | $65.86 |
26300(09) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | -296.68 | $-12.51 | $3,713.60 |
26300(09) | 0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 1,237.65 | $-0.17 | $-214.83 |
26300(09) | 0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | -33.00 | $0.43 | $-14.47 |
26300(09) | 0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 83.76 | $-13.82 | $-1,157.65 |
26300(09) | 0022 | P.C. CONCRETE FOR PAVEMENT | * QAQC | 0026 | 0.00 | $0.00 | $-139.01 |
26300(09) | 0024 | 42" F-SHAPED PARAPET | * QAQC | 0024 | 0.00 | $0.00 | $-1,043.19 |
26300(09) | 0024 | 42" F-SHAPED PARAPET | * QAQC | 0026 | 0.00 | $0.00 | $-4,438.81 |
26300(09) | 0052 | CLSM BACKFILL | * COMPRESSIVE STRENGTH | 0024 | 0.00 | $0.00 | $-4,937.51 |
26300(09) | 0076 | DRILLED SHAFTS 60" DIAMETER | * COMPRESSIVE STRENGTH | 0026 | 0.00 | $0.00 | $-1,298.77 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 1,376.04 | $0.55 | $767.21 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 242.37 | $0.55 | $135.13 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | -101.36 | $-0.03 | $3.30 |
26300(09) | 0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | -0.29 | $-10.95 | $3.18 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 6,390.00 | $0.01 | $112.15 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 488.00 | $0.01 | $8.56 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 7,740.00 | $0.05 | $414.48 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 4,360.00 | $0.05 | $233.48 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 752.00 | $0.02 | $17.71 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0008 | 788.00 | $0.02 | $18.56 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 2,184.00 | $-0.01 | $-25.23 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 340.50 | $-0.01 | $-3.93 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 879.50 | $-0.06 | $-57.65 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 5,912.00 | $-0.06 | $-387.53 |
27146(04) | 0120 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0034 | 1,863.51 | $-0.42 | $-787.43 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 16.06 | $0.63 | $10.23 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 38.20 | $0.63 | $24.34 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 90.69 | $0.63 | $57.79 |
27146(04) | 0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 165.08 | $-12.51 | $-2,066.34 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 30.73 | $0.63 | $19.58 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 94.52 | $0.63 | $60.23 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 54.34 | $0.63 | $34.63 |
27146(04) | 0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 101.36 | $-0.03 | $-3.77 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 886.84 | $-0.17 | $-153.94 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 739.16 | $-0.17 | $-128.30 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 236.56 | $-0.17 | $-41.06 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 276.64 | $-0.17 | $-48.02 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 62.55 | $0.70 | $44.01 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 51.43 | $0.70 | $36.19 |
27146(04) | 0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | -19.20 | $-13.82 | $265.37 |
27146(04) | 0139 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-2,028.28 | $-2,028.28 |
27146(04) | 0141 | P.C. CONCRETE FOR PAVEMENT | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-165.36 | $-165.36 |
27146(04) | 0141 | P.C. CONCRETE FOR PAVEMENT | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-66.15 | $-66.15 |
27146(04) | 0141 | P.C. CONCRETE FOR PAVEMENT | * PCCP Deduction as per Sec. 414 | 0034 | 1.00 | $-308.68 | $-308.68 |
27146(04) | 0142 | 42" F-SHAPED PARAPET | * QAQC | 0024 | 0.00 | $0.00 | $-923.90 |
27146(04) | 0144 | CLASS C CONCRETE | * QAQC | 0026 | 0.00 | $0.00 | $-165.55 |
27146(04) | 0210 | 42" F-SHAPED PARAPET | * QAQC | 0026 | 0.00 | $0.00 | $-1,389.94 |
27146(04) | 0302 | RAPID CURE JOINT SEALANT | * Missing Material Certification | 0034 | 83.70 | $-28.96 | $-2,423.95 |
27146(04) | 8016 | APPROACH SLAB | * QAQC | 0026 | 0.00 | $0.00 | $-1,043.06 | Subtotals For Line Item Adjustments | $-20,687.41 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 02/06/2012 | 02/19/2013 | 400.00 DYS | $15,000.00 | Y | |||
02 | TIME 'C' BID | 10/08/2012 | 12/22/2012 | 130.00 DYS | $10,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110453 | Estimate Number: | 0034 | Primary JP: | 27146(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0100/ROADWAY - IMY-244-2(500)014 | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 28,000.000 | 28,000.000 | 1,450.330 | 29,922.610 | $9.05 | $13,125.49 | $270,799.63 |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,000.000 | 2,000.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 41,900.000 | 41,900.000 | 4,304.430 | 28,201.430 | $2.56 | $11,019.34 | $72,195.66 |
0004 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 30.000 | 30.000 | 252.000 | $7.11 | $0.00 | $1,791.72 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 28,000.000 | 28,000.000 | 801.650 | 37,909.650 | $1.44 | $1,154.38 | $54,589.90 |
0006 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.000 | 3.000 | 0.000 | $207.34 | $0.00 | $0.00 | |
0007 | MOWING | 241 2832 | AC | 225.000 | 225.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
0008 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 19,017.000 | 19,017.000 | -213.980 | 16,623.080 | $26.93 | $-5,762.48 | $447,659.56 |
0009 | LIME | 307(D) 4230 | TON | 2,261.000 | 100.000 | 0.000 | $156.37 | $0.00 | $0.00 | |
0010 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 104,690.000 | 4,630.000 | 0.000 | $1.96 | $0.00 | $0.00 | |
0011 | CEMENT TREATED BASE | 317 4270 | SY | 104,690.000 | 104,690.000 | -257.110 | 98,262.610 | $10.91 | $-2,805.07 | $1,072,045.07 |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 135,270.000 | 135,270.000 | -5,253.790 | 126,550.210 | $1.10 | $-5,779.17 | $139,205.23 |
0013 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 5,000.000 | 5,000.000 | 0.000 | $2.60 | $0.00 | $0.00 | |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,176.000 | 3,176.000 | -34.040 | 2,820.820 | $11.54 | $-392.82 | $32,552.26 |
0015 | PRIME COAT | 408 5774 | GAL | 39,665.000 | 39,665.000 | 0.000 | $3.94 | $0.00 | $0.00 | |
0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 500.000 | 500.000 | -296.680 | 83.780 | $90.00 | $-26,701.20 | $7,540.20 |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 37.000 | 37.000 | 140.830 | $80.00 | $0.00 | $11,266.40 | |
0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 1,515.000 | 1,515.000 | 83.760 | 1,304.420 | $90.00 | $7,538.40 | $117,397.80 |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 15,200.000 | 15,200.000 | 0.000 | $1.11 | $0.00 | $0.00 | |
0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 28,031.000 | 28,031.000 | -867.650 | 25,555.060 | $11.58 | $-10,047.39 | $295,927.59 |
0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 67,251.000 | 67,251.000 | -434.770 | 63,499.480 | $12.67 | $-5,508.54 | $804,538.40 |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 25,144.000 | 25,144.000 | -343.840 | 23,510.400 | $89.79 | $-30,873.39 | $2,110,998.83 |
0023 | CONCRETE PARAPET | 504(E) 1381 | LF | 842.000 | 842.000 | 17.500 | 871.500 | $61.35 | $1,073.63 | $53,466.53 |
0024 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,271.000 | 5,271.000 | -4.600 | 4,901.500 | $52.16 | $-239.94 | $255,662.24 |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 50.000 | 50.000 | -0.470 | 2.720 | $300.00 | $-141.00 | $816.00 |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 251.000 | 251.000 | 25.940 | 204.640 | $212.25 | $5,505.77 | $43,434.88 |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 154,713.000 | 154,713.000 | -6,138.670 | 148,574.330 | $0.75 | $-4,604.00 | $111,430.75 |
0028 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 1,500.000 | 1,500.000 | 220.600 | 1,857.500 | $1.37 | $302.22 | $2,544.77 |
0029 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 4,000.000 | 4,000.000 | -115.430 | 131.790 | $34.15 | $-3,941.93 | $4,500.64 |
0030 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 500.000 | 500.000 | 0.000 | $57.41 | $0.00 | $0.00 | |
0031 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 500.000 | 500.000 | 0.000 | $69.37 | $0.00 | $0.00 | |
0032 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 500.000 | 500.000 | 0.000 | $99.60 | $0.00 | $0.00 | |
0033 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 500.000 | 500.000 | 0.000 | $119.73 | $0.00 | $0.00 | |
0034 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 8,500.000 | 8,500.000 | 0.000 | $14.66 | $0.00 | $0.00 | |
0035 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 500.000 | 500.000 | -29.010 | 7,930.810 | $9.77 | $-283.43 | $77,484.01 |
0036 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 42,342.000 | 42,342.000 | -150.760 | 38,900.240 | $4.65 | $-701.03 | $180,886.12 |
0037 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 4,235.000 | 4,235.000 | 4,114.000 | $11.21 | $0.00 | $46,117.95 | |
0038 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 212.000 | 212.000 | 98.000 | $190.36 | $0.00 | $18,655.28 | |
0039 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 5,000.000 | 5,000.000 | 2,161.100 | $2.00 | $0.00 | $4,322.20 | |
0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 36,421.000 | 36,421.000 | -808.590 | 35,034.820 | $2.50 | $-2,021.48 | $87,587.06 |
0041 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 57,841.000 | 57,841.000 | -3,854.210 | 59,006.420 | $3.50 | $-13,489.74 | $206,522.47 |
0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 4,632.000 | 4,632.000 | -12.000 | 4,802.000 | $3.01 | $-36.12 | $14,454.02 |
0043 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 210.000 | 210.000 | -81.200 | 258.000 | $23.27 | $-1,889.52 | $6,003.67 |
0044 | SAWING PAVEMENT | 619(C) 0924 | LF | 21,000.000 | 21,000.000 | -107.500 | 15,231.500 | $1.61 | $-173.08 | $24,522.71 |
0045 | CLEAN STORM DRAIN, 12" TO 30" DIAMETER | 619(H) 0200 | LF | 1,025.000 | 1,025.000 | 418.000 | $4.75 | $0.00 | $1,985.50 | |
0046 | CLEAN STORM DRAIN, 36" TO 60" DIAMETER | 619(H) 0210 | LF | 715.000 | 715.000 | 0.200 | 186.000 | $7.25 | $1.45 | $1,348.50 |
0047 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 400.000 | 400.000 | 47.000 | 867.000 | $15.64 | $735.08 | $13,559.88 |
0048 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 2.000 | 2.000 | 0.000 | $2,548.29 | $0.00 | $0.00 | |
0049 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 1.000 | 1.000 | 3.000 | $2,200.79 | $0.00 | $6,602.37 | |
0050 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 1.000 | 1.000 | 0.000 | $1,476.85 | $0.00 | $0.00 | |
0051 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 12.000 | 12.000 | -1.000 | 11.000 | $10,869.11 | $-10,869.11 | $119,560.21 |
8003 | FLY ASH | 307(A) 4200 | TON | 0.000 | 2,652.000 | 1,580.120 | 6,681.140 | $71.01 | $112,204.32 | $474,427.75 |
8004 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 104,690.000 | -8,669.890 | 98,262.610 | $1.67 | $-14,478.72 | $164,098.55 |
8005 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 1,137.000 | 0.000 | $90.44 | $0.00 | $0.00 | |
8026 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 0.000 | 1.000 | 1.000 | $758.65 | $0.00 | $758.65 | |
8027 | INCENTIVE FOR EARLY COMPLETION | 108 0175 | DAY | 0.000 | 20.000 | 20.000 | 20.000 | $15,000.00 | $300,000.00 | $300,000.00 |
8028 | INCENTIVE FOR EARLY COMPLETION | 108 0175 | DAY | 0.000 | 50.000 | 50.000 | 50.000 | $10,000.00 | $500,000.00 | $500,000.00 |
Subtotals For Category 0100/ROADWAY - IMY-244-2(500)014 | $811,920.92 | $8,159,260.96 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0200/BRIDGE 73 - IMY-244-2(500)014 | ||||||||
0052 | CLSM BACKFILL | 501(G) 6309 | CY | 229.200 | 229.200 | -22.410 | 215.570 | $125.00 | $-2,801.25 | $26,946.25 |
0053 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $16,053.55 | $0.00 | $16,053.55 | |
0054 | APPROACH SLAB | 504(A) 1304 | SY | 313.800 | 313.800 | -2.820 | 312.850 | $154.61 | $-436.00 | $48,369.74 |
0055 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,403.000 | 1,403.000 | -137.930 | 1,265.070 | $4.17 | $-575.17 | $5,275.34 |
0056 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 127.500 | 127.500 | 127.500 | $247.17 | $0.00 | $31,514.18 | |
0057 | CONCRETE PARAPET | 504(E) 1381 | LF | 378.300 | 378.300 | 1.220 | 379.520 | $39.04 | $47.63 | $14,816.46 |
0058 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 387.100 | 387.100 | -7.580 | 379.520 | $50.18 | $-380.36 | $19,044.32 |
0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,030.000 | 5,030.000 | 4,318.000 | 6,384.000 | $8.25 | $35,623.50 | $52,668.00 |
0060 | CLASS AA CONCRETE | 509(A) 1326 | CY | 243.300 | 243.300 | 243.300 | $741.28 | $0.00 | $180,353.42 | |
0061 | CLASS A CONCRETE | 509(B) 1328 | CY | 24.400 | 24.400 | 24.400 | $2,258.22 | $0.00 | $55,100.57 | |
0062 | SLOPE WALL (4") | 510(C) 6134 | SY | 35.000 | 35.000 | -1.570 | 37.330 | $81.68 | $-128.24 | $3,049.11 |
0063 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 77,110.000 | 77,110.000 | 77,110.000 | $0.84 | $0.00 | $64,772.40 | |
0064 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $103,784.71 | $5,189.24 | $103,784.71 |
0065 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $25,946.18 | $0.00 | $25,946.18 | |
0066 | ANODE | 513(D) 6025 | EA | 360.000 | 360.000 | 220.000 | $90.64 | $0.00 | $19,940.80 | |
0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 721.000 | 721.000 | 721.000 | $4.05 | $0.00 | $2,920.05 | |
0068 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 100.000 | 100.000 | 0.000 | $35.02 | $0.00 | $0.00 | |
0069 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.600 | 2.600 | 0.000 | $80.81 | $0.00 | $0.00 | |
0070 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 60.000 | 60.000 | 19.660 | $673.72 | $0.00 | $13,245.34 | |
0071 | (SP)CARBON FIBER-REINFORCED POLYMER | 524(A) 6610 | SF | 849.900 | 849.900 | -23.310 | 878.100 | $30.30 | $-706.29 | $26,606.43 |
0072 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 60.000 | 60.000 | 19.660 | $100.34 | $0.00 | $1,972.68 | |
0073 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 1.000 | 1.000 | 0.000 | $13,940.43 | $0.00 | $0.00 | |
0074 | (PL)REPLACE BRIDGE ITEMS | 545 4805 | EA | 4.000 | 4.000 | 4.000 | $2,697.70 | $0.00 | $10,790.80 | |
0075 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $53,579.64 | $0.00 | $53,579.64 | |
Subtotals For Category 0200/BRIDGE 73 - IMY-244-2(500)014 | $35,833.06 | $776,749.97 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0301/TRAFFIC SIGNING & STRIPING - IMY-244-2(500)014 | ||||||||
0076 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 140.000 | 140.000 | 98.930 | $360.77 | $0.00 | $35,690.97 | |
0077 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 12.580 | 12.580 | 2.820 | 12.580 | $679.32 | $1,915.68 | $8,545.84 |
0078 | REINFORCING STEEL | 804(B) 2916 | LB | 2,072.000 | 2,072.000 | 208.000 | 1,888.000 | $1.70 | $353.60 | $3,209.60 |
0079 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $13,586.39 | $0.00 | $13,586.39 | |
0080 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0081 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0082 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 1.000 | 3.000 | $1,358.64 | $1,358.64 | $4,075.92 |
0083 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 536.970 | 536.970 | 7.680 | 484.970 | $16.30 | $125.18 | $7,905.01 |
0084 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 694.500 | 694.500 | -32.750 | 661.750 | $24.46 | $-801.07 | $16,186.40 |
0085 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 757.750 | 757.750 | 108.000 | 787.750 | $24.46 | $2,641.68 | $19,268.37 |
0086 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 105.000 | 105.000 | 15.870 | 99.880 | $38.04 | $603.69 | $3,799.43 |
0087 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 188.750 | 188.750 | 21.090 | 162.350 | $40.76 | $859.63 | $6,617.39 |
0088 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 52.130 | 52.130 | 5.300 | 42.050 | $44.84 | $237.65 | $1,885.52 |
0089 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 32.000 | 32.000 | 29.300 | 29.300 | $29.89 | $875.78 | $875.78 |
0090 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 114.000 | 114.000 | 59.850 | 59.850 | $32.61 | $1,951.71 | $1,951.71 |
0091 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 88.000 | 88.000 | 80.270 | 80.270 | $35.33 | $2,835.94 | $2,835.94 |
0092 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 660.500 | 660.500 | -442.500 | 468.000 | $8.15 | $-3,606.38 | $3,814.20 |
0093 | OVHD.SN.STR., MONOTUBE TYPE B 75' | 852(D) 0305 | EA | 1.000 | 1.000 | 1.000 | $81,518.32 | $0.00 | $81,518.32 | |
0094 | OVHD.SN.STR., MONOTUBE TYPE B 95' | 852(D) 0325 | EA | 1.000 | 1.000 | 1.000 | $101,897.90 | $0.00 | $101,897.90 | |
0095 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 1.000 | 1.000 | 1.000 | $61,138.74 | $0.00 | $61,138.74 | |
0096 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 62,040.000 | 0.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
0097 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 19,608.000 | 0.000 | 0.000 | $0.88 | $0.00 | $0.00 | |
0098 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 2,480.000 | 0.000 | 0.000 | $1.36 | $0.00 | $0.00 | |
0099 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,308.000 | 0.000 | 0.000 | $4.08 | $0.00 | $0.00 | |
0100 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 32.000 | 0.000 | 0.000 | $27.17 | $0.00 | $0.00 | |
8045 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 62,040.000 | -504.520 | 50,017.480 | $0.66 | $-332.98 | $33,011.54 |
8046 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 0.000 | 19,608.000 | -4,946.000 | 11,994.000 | $0.95 | $-4,723.43 | $11,454.27 |
8047 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 0.000 | 2,480.000 | -1,843.000 | 3,133.000 | $1.46 | $-2,690.78 | $4,574.18 |
8048 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 0.000 | 1,308.000 | -1,434.700 | 1,056.300 | $4.23 | $-6,068.78 | $4,468.15 |
8049 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 0.000 | 32.000 | -23.000 | 55.000 | $27.47 | $-631.81 | $1,510.85 |
8051 | SAND FILLED IMPACT ATTEN.MODULE | 870(A) 8011 | EA | 0.000 | 19.000 | -4.000 | 15.000 | $379.30 | $-1,517.20 | $5,689.50 |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING - IMY-244-2(500)014 | $-6,613.25 | $449,098.32 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0302/TRAFFIC LIGHTING - IMY-244-2(500)014 | ||||||||
0101 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 441.000 | 441.000 | 229.000 | $13.91 | $0.00 | $3,185.39 | |
0102 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 360.000 | 360.000 | 502.000 | $21.77 | $0.00 | $10,928.54 | |
0103 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 23,938.000 | 23,938.000 | 21,495.120 | $5.44 | $0.00 | $116,933.45 | |
0104 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $604.79 | $0.00 | $1,209.58 | |
0105 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 8.000 | 8.000 | 13.000 | $332.63 | $0.00 | $4,324.19 | |
0106 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 62.640 | 62.640 | 62.640 | $689.46 | $0.00 | $43,187.77 | |
0107 | REINFORCING STEEL | 804(B) 2916 | LB | 3,607.200 | 3,607.200 | 3,607.200 | $1.63 | $0.00 | $5,879.73 | |
0108 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 92.000 | 92.000 | 100.000 | $217.73 | $0.00 | $21,773.00 | |
0109 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 108.000 | 108.000 | 110.000 | $1,487.78 | $0.00 | $163,655.80 | |
0110 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 108.000 | 108.000 | 110.000 | $489.88 | $0.00 | $53,886.80 | |
0111 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 108.000 | 108.000 | 110.000 | $1,120.07 | $0.00 | $123,207.70 | |
0112 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $7,106.29 | $0.00 | $14,212.58 | |
0113 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 69,852.000 | 69,852.000 | 46,135.240 | $2.54 | $0.00 | $117,183.51 | |
0114 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 10,260.000 | 10,260.000 | 9,972.600 | $0.85 | $0.00 | $8,476.71 | |
Subtotals For Category 0302/TRAFFIC LIGHTING - IMY-244-2(500)014 | $0.00 | $688,044.75 | ||||||||
Fed/State Project Number: IMY-244-2(500)014 | Project: 26300(09) | Category: 0304/CABLE BARRIER - IMY-244-2(500)014 | ||||||||
0115 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,660.000 | 1,660.000 | -0.290 | 1,757.680 | $80.00 | $-23.20 | $140,614.40 |
0116 | CLASS AA CONCRETE | 509(A) 0319 | CY | 100.000 | 100.000 | 0.200 | 70.200 | $521.24 | $104.25 | $36,591.05 |
0117 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 9,115.000 | 9,115.000 | 9,142.000 | $3.47 | $0.00 | $31,722.74 | |
0118 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 7,002.000 | 7,002.000 | 194.000 | 7,259.000 | $5.79 | $1,123.26 | $42,029.61 |
0119 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 2.000 | 2.000 | $2,895.78 | $0.00 | $5,791.56 | |
Subtotals For Category 0304/CABLE BARRIER - IMY-244-2(500)014 | $1,204.31 | $256,749.36 | ||||||||
Subtotals For Project IMY-244-2(500)014 /26300(09) | $842,345.04 | $10,329,903.36 |
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-244-2(499)011 | Project: 27146(04) | Category: 0100/ROADWAY - IMY-244-2(499) 011 | ||||||||
0120 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 42,000.000 | 42,000.000 | 1,863.510 | 53,277.510 | $9.05 | $16,864.77 | $482,161.48 |
0121 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,000.000 | 2,000.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0122 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 44,500.000 | 44,500.000 | 1,951.360 | 39,007.360 | $2.56 | $4,995.48 | $99,858.84 |
0123 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 30.000 | 30.000 | 259.000 | $7.11 | $0.00 | $1,841.49 | |
0124 | SOLID SLAB SODDING | 230(A) 2806 | SY | 30,000.000 | 30,000.000 | 944.690 | 72,650.880 | $1.44 | $1,360.35 | $104,617.26 |
0125 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.000 | 4.000 | 0.000 | $207.34 | $0.00 | $0.00 | |
0126 | MOWING | 241 2832 | AC | 255.000 | 255.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
0127 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 31,124.000 | 31,124.000 | -645.030 | 30,872.140 | $26.93 | $-17,370.66 | $831,386.72 |
0128 | LIME | 307(D) 4230 | TON | 3,815.000 | 100.000 | 0.000 | $156.37 | $0.00 | $0.00 | |
0129 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 176,611.000 | 3,815.000 | 0.000 | $1.96 | $0.00 | $0.00 | |
0130 | CEMENT TREATED BASE | 317 4270 | SY | 176,611.000 | 176,611.000 | 278.890 | 179,307.410 | $10.91 | $3,042.69 | $1,956,243.85 |
0131 | SEPARATOR FABRIC | 325 5271 | SY | 209,525.000 | 209,525.000 | -6,360.480 | 212,349.360 | $1.10 | $-6,996.53 | $233,584.29 |
0132 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 5,000.000 | 5,000.000 | 0.000 | $2.60 | $0.00 | $0.00 | |
0133 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 7,000.000 | 7,000.000 | -245.910 | 2,770.070 | $11.54 | $-2,837.80 | $31,966.61 |
0134 | PRIME COAT | 408 5774 | GAL | 65,708.000 | 65,708.000 | 0.000 | $3.94 | $0.00 | $0.00 | |
0135 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 500.000 | 500.000 | 165.080 | 587.030 | $90.00 | $14,857.20 | $52,832.70 |
0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 232.000 | 232.000 | 689.640 | $80.00 | $0.00 | $55,171.20 | |
0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 2,120.000 | 2,120.000 | -19.200 | 2,270.030 | $90.00 | $-1,728.00 | $204,302.70 |
0138 | COLD MILLING PAVEMENT | 412 5267 | SY | 17,500.000 | 17,500.000 | 0.000 | $1.11 | $0.00 | $0.00 | |
0139 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 41,847.000 | 41,847.000 | -1,407.530 | 42,887.760 | $11.58 | $-16,299.20 | $496,640.25 |
0140 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 124,640.000 | 124,640.000 | -1,366.050 | 124,990.450 | $12.67 | $-17,307.85 | $1,583,629.02 |
0141 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 43,934.000 | 43,934.000 | -729.660 | 44,319.850 | $89.79 | $-65,516.17 | $3,979,479.34 |
0142 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 20,287.000 | 20,287.000 | -663.990 | 20,910.760 | $51.97 | $-34,507.56 | $1,086,732.21 |
0143 | CLASS A CONCRETE | 509(B) 0321 | CY | 50.000 | 50.000 | 0.520 | 1.640 | $300.00 | $156.00 | $492.00 |
0144 | CLASS C CONCRETE | 509(D) 0325 | CY | 663.000 | 663.000 | -69.190 | 687.710 | $212.25 | $-14,685.58 | $145,966.47 |
0145 | SLOPE WALL (5") | 510(C) 6135 | SY | 200.000 | 200.000 | -12.440 | 141.710 | $70.00 | $-870.80 | $9,919.70 |
0146 | REINFORCING STEEL | 511(A) 0332 | LB | 583,929.000 | 583,929.000 | 47,286.760 | 631,215.760 | $0.75 | $35,465.07 | $473,411.82 |
0147 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 4,000.000 | 4,000.000 | 26.150 | 4,681.500 | $1.37 | $35.83 | $6,413.68 |
0148 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 5,000.000 | 5,000.000 | -236.530 | 884.110 | $39.56 | $-9,357.13 | $34,975.39 |
0149 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 500.000 | 500.000 | -0.050 | 100.200 | $57.41 | $-2.87 | $5,752.48 |
0150 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 500.000 | 500.000 | 184.500 | $69.37 | $0.00 | $12,798.77 | |
0151 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 500.000 | 500.000 | 219.100 | $99.60 | $0.00 | $21,822.36 | |
0152 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 500.000 | 500.000 | 48.000 | $119.73 | $0.00 | $5,747.04 | |
0153 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 1,500.000 | 1,500.000 | 10.000 | 840.000 | $14.66 | $146.60 | $12,314.40 |
0154 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 500.000 | 500.000 | 16.120 | 5,233.120 | $9.77 | $157.49 | $51,127.58 |
0155 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 44,393.000 | 44,393.000 | 59.480 | 42,518.480 | $4.65 | $276.58 | $197,710.94 |
0156 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 4,440.000 | 4,440.000 | -6.000 | 5,002.100 | $11.21 | $-67.26 | $56,073.56 |
0157 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 214.000 | 214.000 | 137.000 | $190.36 | $0.00 | $26,079.32 | |
0158 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 5,000.000 | 5,000.000 | -678.900 | 4,547.200 | $2.00 | $-1,357.80 | $9,094.40 |
0159 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 47,972.000 | 47,972.000 | -407.130 | 58,337.010 | $2.50 | $-1,017.83 | $145,842.54 |
0160 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 114,775.000 | 114,775.000 | -2,536.110 | 124,910.290 | $3.50 | $-8,876.39 | $437,186.03 |
0161 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 21,137.000 | 21,137.000 | -147.220 | 21,809.880 | $3.01 | $-443.13 | $65,647.74 |
0162 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 1,180.000 | 1,180.000 | 120.400 | 1,859.000 | $20.08 | $2,417.63 | $37,328.72 |
0163 | SAWING PAVEMENT | 619(C) 0924 | LF | 22,500.000 | 22,500.000 | -548.100 | 25,926.700 | $1.61 | $-882.44 | $41,741.99 |
0164 | CLEAN STORM DRAIN, 12" TO 30" DIAMETER | 619(H) 0200 | LF | 3,150.000 | 3,150.000 | 769.500 | $4.75 | $0.00 | $3,655.13 | |
0165 | CLEAN STORM DRAIN, 36" TO 60" DIAMETER | 619(H) 0210 | LF | 1,900.000 | 1,900.000 | -216.300 | 970.500 | $7.25 | $-1,568.18 | $7,036.12 |
0166 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 2,483.000 | 2,483.000 | 35.670 | 3,931.000 | $15.64 | $557.88 | $61,480.84 |
0167 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 3.000 | 3.000 | 2.000 | $2,200.00 | $0.00 | $4,400.00 | |
0168 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 6.000 | 9.000 | $1,275.00 | $0.00 | $11,475.00 | |
0169 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 3,391.000 | 3,391.000 | 36.640 | 3,554.140 | $52.62 | $1,928.00 | $187,018.85 |
0170 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 2.000 | 1.000 | $1,178.07 | $0.00 | $1,178.07 | |
0171 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 22.000 | 22.000 | 0.000 | $9,383.58 | $0.00 | $0.00 | |
8006 | FLY ASH | 307(A) 4200 | TON | 0.000 | 4,473.000 | -1,134.230 | 6,971.410 | $71.01 | $-80,541.67 | $495,039.80 |
8007 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 176,611.000 | 1,622.640 | 179,307.410 | $1.67 | $2,709.81 | $299,443.39 |
8008 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 1,917.000 | 204.420 | $90.44 | $0.00 | $18,487.74 | |
8010 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 0.000 | 75,000.000 | -2,315.280 | 91,137.720 | $0.93 | $-2,153.21 | $84,758.08 |
8011 | REMOVE & RESET MANHOLE FRAME & COVER | 612(M) 0706 | EA | 0.000 | 2.000 | 2.000 | $1,353.68 | $0.00 | $2,707.36 | |
8013 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 0.000 | 30.000 | 0.000 | $110.87 | $0.00 | $0.00 | |
8024 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 0.000 | 1.000 | 4.000 | $2,200.79 | $0.00 | $8,803.16 | |
8025 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 0.000 | 1.000 | 1.000 | 4.000 | $758.65 | $758.65 | $3,034.60 |
8029 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 2.000 | 2.000 | $2,097.85 | $0.00 | $4,195.70 | |
8030 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $7,786.78 | $0.00 | $7,786.78 | |
8039 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 0.000 | 0.000 | 0.000 | $1,419.26 | $0.00 | $0.00 | |
8051 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 6.080 | 6.480 | $627.00 | $0.00 | $4,062.96 | |
8052 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 960.000 | 1,036.600 | $1.76 | $0.00 | $1,824.42 | |
8053 | PULL BOX | 803(A) 8060 | EA | 0.000 | 4.000 | 4.000 | $577.50 | $0.00 | $2,310.00 | |
8054 | 36' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8995 | EA | 0.000 | 4.000 | 4.000 | $2,238.50 | $0.00 | $8,954.00 | |
8055 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 0.000 | 1.000 | 1.000 | $2,046.00 | $0.00 | $2,046.00 | |
8056 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 0.000 | 1.000 | 1.000 | $511.50 | $0.00 | $511.50 | |
8057 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 0.000 | 5.000 | 5.000 | $1,237.50 | $0.00 | $6,187.50 | |
8060 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5015 | EA | 0.000 | 59,481.710 | 1.000 | 1.000 | $1.00 | $1.00 | $1.00 |
Subtotals For Category 0100/ROADWAY - IMY-244-2(499) 011 | $-198,657.03 | $14,224,292.89 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0200/BRIDGE NO. 64 - IMY-244-2(499)011 | ||||||||
0172 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 35.000 | 35.000 | 35.000 | $39.39 | $0.00 | $1,378.65 | |
0173 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 300.000 | 300.000 | 300.000 | $0.87 | $0.00 | $261.00 | |
0174 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 154.000 | 154.000 | 154.000 | $4.05 | $0.00 | $623.70 | |
0175 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $22,105.57 | $0.00 | $22,105.58 | |
0176 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 150.000 | 150.000 | 131.000 | $13.79 | $0.00 | $1,806.49 | |
0177 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0178 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 150.000 | 150.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0179 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 150.000 | 150.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8015 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 469.000 | 17.620 | 486.620 | $19.13 | $337.07 | $9,309.04 |
8016 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 469.000 | 17.620 | 486.620 | $154.61 | $2,724.23 | $75,236.32 |
8017 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 51.650 | 2.360 | 54.010 | $124.69 | $294.27 | $6,734.51 |
8031 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 445.100 | 0.350 | 445.450 | $4.17 | $1.46 | $1,857.53 |
8034 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 0.000 | 39.900 | 34.500 | 74.400 | $50.18 | $1,731.21 | $3,733.39 |
Subtotals For Category 0200/BRIDGE NO. 64 - IMY-244-2(499)011 | $5,088.24 | $123,784.05 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0201/BRIDGE NO. 65 - IMY-244-2(499)011 | ||||||||
0180 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $15,767.18 | $0.00 | $15,767.18 | |
0181 | APPROACH SLAB | 504(A) 1304 | SY | 687.800 | 687.800 | 687.800 | $125.69 | $0.00 | $86,449.59 | |
0182 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,528.000 | 1,528.000 | 1,528.000 | $4.17 | $0.00 | $6,371.76 | |
0183 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 159.700 | 159.700 | 159.700 | $234.58 | $0.00 | $37,462.43 | |
0184 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 416.600 | 416.600 | 416.600 | $50.79 | $0.00 | $21,159.12 | |
0185 | CLASS AA CONCRETE | 509(A) 1326 | CY | 247.500 | 247.500 | 247.500 | $618.94 | $0.00 | $153,187.66 | |
0186 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 77,790.000 | 77,790.000 | 77,790.000 | $0.84 | $0.00 | $65,343.60 | |
0187 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $20,849.61 | $0.00 | $20,849.61 | |
0188 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $5,212.40 | $0.00 | $5,212.40 | |
0189 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 299.000 | 299.000 | 299.000 | $4.05 | $0.00 | $1,210.96 | |
0190 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 30.000 | 0.010 | 45.750 | $30.23 | $0.30 | $1,383.02 |
0191 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 3.000 | 1.500 | $69.76 | $0.00 | $104.64 | |
0192 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 30.000 | -0.020 | 11.940 | $581.64 | $-11.63 | $6,944.78 |
0193 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $50,011.80 | $0.00 | $50,011.80 | |
0194 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 160.000 | 160.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0195 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
0196 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 160.000 | 160.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0197 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 160.000 | 160.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE NO. 65 - IMY-244-2(499)011 | $-11.33 | $471,458.55 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0202/BRIDGE NO. 66 - IMY-244-2(499)011 | ||||||||
0198 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 70.000 | 70.000 | 70.000 | $50.63 | $0.00 | $3,544.10 | |
0199 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 600.000 | 600.000 | 600.000 | $0.87 | $0.00 | $522.00 | |
0200 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 308.000 | 308.000 | 308.000 | $4.05 | $0.00 | $1,247.40 | |
0201 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $18,643.20 | $0.00 | $18,643.20 | |
0202 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 180.000 | 180.000 | 196.000 | $13.79 | $0.00 | $2,702.84 | |
0203 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0204 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 180.000 | 180.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0205 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 180.000 | 180.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8018 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 273.000 | 0.370 | 273.370 | $20.73 | $7.67 | $5,666.96 |
8019 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 273.000 | 0.370 | 273.370 | $154.61 | $57.21 | $42,265.74 |
8020 | CLSM BACKFILL | 501(G) 6315 | CY | 0.000 | 30.070 | 30.070 | $124.69 | $0.00 | $3,749.43 | |
8032 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 257.640 | -23.560 | 234.080 | $4.17 | $-98.25 | $976.11 |
8035 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 0.000 | 35.800 | 0.200 | 36.000 | $50.18 | $10.04 | $1,806.48 |
Subtotals For Category 0202/BRIDGE NO. 66 - IMY-244-2(499)011 | $-23.33 | $81,862.10 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0203/BRIDGE NO. 67 -IMY-244-2(499)011 | ||||||||
0206 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $18,384.41 | $0.00 | $18,384.42 | |
0207 | APPROACH SLAB | 504(A) 1304 | SY | 433.400 | 433.400 | 433.400 | $130.49 | $0.00 | $56,554.36 | |
0208 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,279.000 | 1,279.000 | 1,279.000 | $4.17 | $0.00 | $5,333.44 | |
0209 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 124.130 | 124.130 | 124.130 | $234.58 | $0.00 | $29,118.42 | |
0210 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 425.600 | 425.600 | 425.600 | $50.47 | $0.00 | $21,480.04 | |
0211 | CLASS AA CONCRETE | 509(A) 1326 | CY | 245.200 | 245.200 | 245.200 | $642.19 | $0.00 | $157,464.98 | |
0212 | MECHANICAL SPLICES | 511 6306 | EA | 700.000 | 700.000 | 700.000 | $12.28 | $0.00 | $8,596.00 | |
0213 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 74,000.000 | 74,000.000 | 74,000.000 | $0.84 | $0.00 | $62,160.00 | |
0214 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $19,459.63 | $0.00 | $19,459.64 | |
0215 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $4,864.91 | $0.00 | $4,864.91 | |
0216 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 298.000 | 298.000 | 298.000 | $4.05 | $0.00 | $1,206.90 | |
0217 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 30.000 | 0.010 | 29.910 | $30.23 | $0.30 | $904.18 |
0218 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 3.000 | 1.250 | $69.76 | $0.00 | $87.20 | |
0219 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 30.000 | -11.050 | 29.450 | $581.64 | $-6,427.12 | $17,129.30 |
0220 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 345.100 | 345.100 | 345.100 | 345.100 | $3.47 | $1,197.50 | $1,197.50 |
0221 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | 4.000 | $115.83 | $463.32 | $463.32 |
0222 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $50,236.56 | $0.00 | $50,236.56 | |
0223 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 170.000 | 170.000 | 171.000 | $13.79 | $0.00 | $2,358.09 | |
0224 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 3.000 | $368.92 | $0.00 | $1,106.76 | |
0225 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 170.000 | 170.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0226 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 170.000 | 170.000 | 96.660 | $0.85 | $0.00 | $82.16 | |
Subtotals For Category 0203/BRIDGE NO. 67 -IMY-244-2(499)011 | $-4,766.00 | $458,188.18 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0204/BRIDGE NO. 68 - IMY-244-2(499)011 | ||||||||
0227 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $48,259.08 | $0.00 | $48,259.08 | |
0228 | APPROACH SLAB | 504(A) 1304 | SY | 486.500 | 486.500 | 486.500 | $128.92 | $0.00 | $62,719.58 | |
0229 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,921.000 | 1,921.000 | 1,921.000 | $4.17 | $0.00 | $8,010.58 | |
0230 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 151.850 | 151.850 | 151.850 | $234.58 | $0.00 | $35,620.97 | |
0231 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 533.300 | 533.300 | 533.300 | $50.56 | $0.00 | $26,963.64 | |
0232 | CLASS AA CONCRETE | 509(A) 1326 | CY | 405.600 | 405.600 | 405.600 | $623.22 | $0.00 | $252,778.03 | |
0233 | MECHANICAL SPLICES | 511 6306 | EA | 1,390.000 | 1,390.000 | 1,390.000 | $16.38 | $0.00 | $22,768.20 | |
0234 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 138,200.000 | 138,200.000 | 138,200.000 | $0.84 | $0.00 | $116,088.00 | |
0235 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $22,702.91 | $0.00 | $22,702.90 | |
0236 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $5,675.72 | $0.00 | $5,675.72 | |
0237 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 402.000 | 402.000 | 402.000 | $4.05 | $0.00 | $1,628.10 | |
0238 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 50.000 | 50.000 | 0.000 | $30.23 | $0.00 | $0.00 | |
0239 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 5.000 | 5.000 | 0.000 | $69.76 | $0.00 | $0.00 | |
0240 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 50.000 | 50.000 | 9.640 | $581.64 | $0.00 | $5,607.01 | |
0241 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 313.000 | 313.000 | 313.000 | 313.000 | $3.47 | $1,086.11 | $1,086.11 |
0242 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | 4.000 | $115.83 | $463.32 | $463.32 |
0243 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $80,891.59 | $0.00 | $80,891.60 | |
0244 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 230.000 | 230.000 | 248.000 | $13.79 | $0.00 | $3,419.92 | |
0245 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0246 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 230.000 | 230.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0247 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 230.000 | 230.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0204/BRIDGE NO. 68 - IMY-244-2(499)011 | $1,549.43 | $695,420.60 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0205/BRIDGE NO. 69 - IMY-244-2(499)011 | ||||||||
0248 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $39,880.77 | $0.00 | $39,880.78 | |
0249 | APPROACH SLAB | 504(A) 1304 | SY | 289.200 | 289.200 | 289.200 | $134.95 | $0.00 | $39,027.54 | |
0250 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,501.800 | 1,501.800 | 1,501.800 | $4.17 | $0.00 | $6,262.50 | |
0251 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 124.000 | 124.000 | 124.000 | $234.58 | $0.00 | $29,087.92 | |
0252 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 500.000 | 500.000 | 500.000 | $50.37 | $0.00 | $25,185.00 | |
0253 | CLASS AA CONCRETE | 509(A) 1326 | CY | 341.700 | 341.700 | 341.700 | $609.35 | $0.00 | $208,214.90 | |
0254 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 121,940.000 | 121,940.000 | 121,940.000 | $0.84 | $0.00 | $102,429.60 | |
0255 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $22,702.91 | $0.00 | $22,702.91 | |
0256 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $5,675.72 | $0.00 | $5,675.72 | |
0257 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 394.000 | 394.000 | 394.000 | $4.05 | $0.00 | $1,595.70 | |
0258 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 50.000 | 50.000 | 0.000 | $30.23 | $0.00 | $0.00 | |
0259 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 5.000 | 5.000 | 0.000 | $69.76 | $0.00 | $0.00 | |
0260 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 50.000 | 50.000 | 16.320 | $581.64 | $0.00 | $9,492.36 | |
0261 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 256.000 | 256.000 | 256.000 | 256.000 | $3.47 | $888.32 | $888.32 |
0262 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | 4.000 | $115.83 | $463.32 | $463.32 |
0263 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $68,582.32 | $0.00 | $68,582.32 | |
0264 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 230.000 | 230.000 | 242.000 | $13.79 | $0.00 | $3,337.18 | |
0265 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0266 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 230.000 | 230.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0267 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 230.000 | 230.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0205/BRIDGE NO. 69 - IMY-244-2(499)011 | $1,351.64 | $563,563.91 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0206/BRIDGE NO. 70 - IMY-244-2(499)011 | ||||||||
0268 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 52.500 | 52.500 | 52.500 | $48.98 | $0.00 | $2,571.46 | |
0269 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 450.000 | 450.000 | 450.000 | $0.87 | $0.00 | $391.50 | |
0270 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 231.000 | 231.000 | 231.000 | $4.05 | $0.00 | $935.55 | |
0271 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $11,604.81 | $0.00 | $11,604.82 | |
0272 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 220.000 | 220.000 | 212.000 | $13.79 | $0.00 | $2,923.48 | |
0273 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 1.000 | $368.92 | $0.00 | $368.92 | |
0274 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 220.000 | 220.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0275 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 220.000 | 220.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8021 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 388.270 | 0.270 | 388.540 | $19.89 | $5.37 | $7,728.06 |
8022 | APPROACH SLAB | 504(A) 1304 | SY | 0.000 | 388.270 | 0.270 | 388.540 | $154.61 | $41.74 | $60,072.16 |
8023 | CLSM BACKFILL | 501(G) 6309 | CY | 0.000 | 43.740 | -0.620 | 43.120 | $124.69 | $-77.31 | $5,376.63 |
8033 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 356.980 | -11.620 | 345.360 | $4.17 | $-48.46 | $1,440.15 |
8036 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 0.000 | 89.500 | 89.500 | $50.18 | $0.00 | $4,491.11 | |
Subtotals For Category 0206/BRIDGE NO. 70 - IMY-244-2(499)011 | $-78.66 | $97,903.84 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0207/BRIDGE NO. 71- IMY-244-2(499)011 | ||||||||
0276 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $23,172.02 | $0.00 | $23,172.03 | |
0277 | APPROACH SLAB | 504(A) 1304 | SY | 474.400 | 474.400 | 474.400 | $130.19 | $0.00 | $61,762.13 | |
0278 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,532.500 | 1,532.500 | 1,532.500 | $4.17 | $0.00 | $6,390.52 | |
0279 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 117.740 | 117.740 | 117.740 | $234.58 | $0.00 | $27,619.45 | |
0280 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 532.600 | 532.600 | 532.600 | $50.34 | $0.00 | $26,811.08 | |
0281 | CLASS AA CONCRETE | 509(A) 1326 | CY | 297.400 | 297.400 | 297.400 | $614.34 | $0.00 | $182,704.71 | |
0282 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,240.000 | 102,240.000 | 102,240.000 | $0.84 | $0.00 | $85,881.60 | |
0283 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $25,482.85 | $0.00 | $25,482.85 | |
0284 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $6,384.61 | $0.00 | $6,384.61 | |
0285 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 421.000 | 421.000 | 421.000 | $4.05 | $0.00 | $1,705.06 | |
0286 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 30.000 | 9.500 | 9.500 | $30.23 | $287.19 | $287.19 |
0287 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 3.000 | 0.250 | 0.500 | $69.76 | $17.44 | $34.88 |
0288 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 30.000 | 87.560 | $581.64 | $0.00 | $50,928.40 | |
0289 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 243.500 | 243.500 | 243.500 | 243.500 | $3.47 | $844.95 | $844.95 |
0290 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | 4.000 | $115.83 | $463.32 | $463.32 |
0291 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $60,139.83 | $0.00 | $60,139.84 | |
0292 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 220.000 | 220.000 | 211.000 | $13.79 | $0.00 | $2,909.69 | |
0293 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0294 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 220.000 | 220.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0295 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 220.000 | 220.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
8014 | (PL)REPAIR BRIDGE ITEMS | 540 4500 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $8,159.97 | $8,159.97 | $8,159.97 |
Subtotals For Category 0207/BRIDGE NO. 71- IMY-244-2(499)011 | $9,772.87 | $572,420.12 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0208/BRIDGE NO. 72 - IMY-244-2(499)011 | ||||||||
0296 | CLSM BACKFILL | 501(G) 6309 | CY | 50.000 | 50.000 | -1.150 | 53.850 | $98.24 | $-112.98 | $5,290.22 |
0297 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $5,745.13 | $0.00 | $5,745.14 | |
0298 | APPROACH SLAB | 504(A) 1304 | SY | 230.100 | 230.100 | 230.100 | $145.51 | $0.00 | $33,481.86 | |
0299 | SAW-CUT GROOVING | 504(B) 1305 | SY | 579.200 | 579.200 | 579.200 | $4.17 | $0.00 | $2,415.26 | |
0300 | CONCRETE PARAPET | 504(E) 1381 | LF | 167.800 | 167.800 | 167.800 | $39.44 | $0.00 | $6,618.04 | |
0301 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 184.000 | 184.000 | 184.000 | $50.15 | $0.00 | $9,227.60 | |
0302 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 83.700 | 83.700 | 83.700 | 83.700 | $28.96 | $2,423.95 | $2,423.95 |
0303 | HYDRODEMOLITION | 505(E) 1000 | SY | 557.200 | 557.200 | 557.200 | $105.63 | $0.00 | $58,857.04 | |
0304 | CLASS AA CONCRETE | 509(A) 1326 | CY | 77.500 | 77.500 | 77.500 | $549.22 | $0.00 | $42,564.55 | |
0305 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 12,600.000 | 12,600.000 | 12,600.000 | $0.84 | $0.00 | $10,584.00 | |
0306 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 165.000 | 165.000 | 165.000 | $4.05 | $0.00 | $668.25 | |
0307 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 30.000 | 0.000 | $30.23 | $0.00 | $0.00 | |
0308 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 3.000 | 0.000 | $69.76 | $0.00 | $0.00 | |
0309 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 30.000 | 30.000 | -0.020 | 5.380 | $581.64 | $-11.63 | $3,129.23 |
0310 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $6,810.68 | $0.00 | $6,810.68 | |
0311 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 140.000 | 140.000 | 139.000 | $13.79 | $0.00 | $1,916.81 | |
0312 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0313 | 1/C NO.2 ELECTRICAL CONDUCTOR | 811 8036 | LF | 140.000 | 140.000 | 0.000 | $3.63 | $0.00 | $0.00 | |
0314 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 140.000 | 140.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0208/BRIDGE NO. 72 - IMY-244-2(499)011 | $2,299.34 | $190,470.47 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0300/TRAFFIC CONTROL - IMY-244-2(499)011 | ||||||||
0315 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 190,185.000 | 115,185.000 | 1,306.530 | 135,875.530 | $0.27 | $352.76 | $36,686.39 |
0316 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 109,300.000 | 34,300.000 | 8,901.860 | 104,455.860 | $0.34 | $3,026.63 | $35,514.99 |
0317 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 21.000 | 21.000 | 1.000 | 19.000 | $9,383.58 | $9,383.58 | $178,288.02 |
0318 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 6,660.000 | 6,660.000 | -18.000 | 2,173.000 | $27.17 | $-489.06 | $59,040.41 |
0319 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 2.000 | 2.000 | 2.000 | $16,982.98 | $0.00 | $33,965.96 | |
0320 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 43,835.000 | 43,835.000 | 44,478.500 | $10.51 | $0.00 | $467,469.05 | |
0321 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 35,915.000 | 35,915.000 | 47,362.000 | $3.12 | $0.00 | $147,769.44 | |
0322 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 2,226.000 | 2,226.000 | 9.000 | 1,670.000 | $33.97 | $305.73 | $56,729.90 |
0323 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 109,490.000 | 109,490.000 | 848.000 | 64,357.000 | $0.41 | $347.68 | $26,386.37 |
0324 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 12,535.000 | 12,535.000 | -14.000 | 41,976.000 | $5.43 | $-76.02 | $227,929.68 |
0325 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 20,075.000 | 20,075.000 | -160.000 | 53,291.000 | $6.79 | $-1,086.40 | $361,845.89 |
0326 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,895.000 | 7,895.000 | 60.000 | 14,858.000 | $2.72 | $163.20 | $40,413.76 |
0327 | WING BARRICADES | 880(C) 8848 | SD | 3,280.000 | 3,280.000 | -11.000 | 5,574.000 | $2.72 | $-29.92 | $15,161.28 |
0328 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,160.000 | 21,160.000 | -50.000 | 66,386.000 | $0.68 | $-34.00 | $45,142.48 |
0329 | DRUMS | 880(F) 8878 | SD | 243,215.000 | 243,215.000 | 974.000 | 217,979.000 | $0.14 | $136.36 | $30,517.06 |
0330 | CHANNELIZER CONES | 880(G) 8890 | SD | 12,000.000 | 12,000.000 | 104.000 | 138,296.000 | $0.34 | $35.36 | $47,020.64 |
0331 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 5,400.000 | 5,400.000 | -259.000 | 387.750 | $75.29 | $-19,500.11 | $29,193.70 |
0332 | (SP)TEMPORARY ROADWAY LIGHTING ASSEMBLY | 880(M) 8340 | LMDY | 108,600.000 | 108,600.000 | 129,933.000 | $4.54 | $0.00 | $589,895.82 | |
0333 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 12,000.000 | 12,000.000 | 159.000 | 10,867.000 | $20.79 | $3,305.61 | $225,924.93 |
0334 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 6,000.000 | 6,000.000 | -24.000 | 8,980.000 | $34.65 | $-831.60 | $311,157.00 |
0335 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,200.000 | 1,200.000 | -2.000 | 760.000 | $6.79 | $-13.58 | $5,160.40 |
0336 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 600.000 | 600.000 | -1.000 | 380.000 | $6.79 | $-6.79 | $2,580.20 |
0337 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 4,530.000 | 4,530.000 | 11.000 | 1,146.000 | $27.17 | $298.87 | $31,136.82 |
Subtotals For Category 0300/TRAFFIC CONTROL - IMY-244-2(499)011 | $-4,711.70 | $3,004,930.19 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0301/SIGNING & STRIPING - IMY-244-2(499)011 | ||||||||
0338 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 392.000 | 392.000 | -2.630 | 364.540 | $354.85 | $-933.26 | $129,357.02 |
0339 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.650 | 9.650 | 3.160 | 10.450 | $679.32 | $2,146.65 | $7,098.89 |
0340 | REINFORCING STEEL | 804(B) 2916 | LB | 1,488.000 | 1,488.000 | 468.000 | 1,584.000 | $1.70 | $795.60 | $2,692.80 |
0341 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 1.000 | $13,586.39 | $0.00 | $13,586.40 | |
0342 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0343 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $6,793.20 | $0.00 | $6,793.20 | |
0344 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 5.000 | 5.000 | 5.000 | 5.000 | $1,358.64 | $6,793.20 | $6,793.20 |
0345 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 611.180 | 611.180 | 409.490 | 502.320 | $16.30 | $6,674.69 | $8,187.82 |
0346 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 596.500 | 596.500 | 65.000 | 589.500 | $24.46 | $1,589.90 | $14,419.17 |
0347 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 4,234.250 | 4,234.250 | 1,048.000 | 4,395.750 | $24.46 | $25,634.08 | $107,520.05 |
0348 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 393.980 | 393.980 | 64.810 | 257.630 | $38.04 | $2,465.37 | $9,800.24 |
0349 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 52.250 | 52.250 | 5.420 | 46.340 | $44.84 | $243.03 | $2,077.88 |
0350 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 36.000 | 36.000 | 38.900 | 38.900 | $29.89 | $1,162.72 | $1,162.72 |
0351 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 38.000 | 38.000 | 4.300 | 4.300 | $32.61 | $140.22 | $140.22 |
0352 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 44.000 | 44.000 | 5.300 | 40.380 | $35.33 | $187.25 | $1,426.63 |
0353 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 701.500 | 701.500 | 442.500 | 582.500 | $8.15 | $3,606.38 | $4,747.38 |
0354 | OVHD.SN.STR., MONOTUBE TYPE B 85' | 852(D) 0315 | EA | 1.000 | 1.000 | 1.000 | $88,311.51 | $0.00 | $88,311.51 | |
0355 | OVHD.SN.STR., MONOTUBE TYPE B 90' | 852(D) 0320 | EA | 1.000 | 1.000 | 1.000 | $95,104.71 | $0.00 | $95,104.71 | |
0356 | OVHD.SN.STR., MONOTUBE TYPE B 105' | 852(D) 0335 | EA | 2.000 | 2.000 | 2.000 | $101,897.90 | $0.00 | $203,795.80 | |
0357 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(D) 0340 | EA | 1.000 | 1.000 | 1.000 | $122,277.48 | $0.00 | $122,277.48 | |
0358 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 4.000 | 4.000 | 4.000 | $61,138.74 | $0.00 | $244,554.96 | |
0359 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 89,352.000 | 0.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
0360 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 21,984.000 | 0.000 | 0.000 | $0.88 | $0.00 | $0.00 | |
0361 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 13,840.000 | 0.000 | 0.000 | $1.36 | $0.00 | $0.00 | |
0362 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,800.000 | 0.000 | 0.000 | $4.08 | $0.00 | $0.00 | |
0363 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 48.000 | 0.000 | 0.000 | $27.17 | $0.00 | $0.00 | |
0364 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 5.000 | 5.000 | -1.000 | 30.000 | $679.32 | $-679.32 | $20,379.60 |
8040 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A) 8530 | LF | 0.000 | 89,352.000 | 7,524.510 | 90,312.510 | $0.66 | $4,966.18 | $59,606.26 |
8041 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 0.000 | 21,984.000 | 5,670.000 | 31,620.000 | $0.95 | $5,414.85 | $30,197.10 |
8042 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 0.000 | 13,840.000 | 1,131.000 | 14,583.000 | $1.46 | $1,651.26 | $21,291.18 |
8043 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 0.000 | 1,800.000 | 1,985.300 | 7,137.300 | $4.23 | $8,397.82 | $30,190.78 |
8044 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 0.000 | 48.000 | 39.000 | 98.000 | $27.47 | $1,071.33 | $2,692.06 |
Subtotals For Category 0301/SIGNING & STRIPING - IMY-244-2(499)011 | $71,327.95 | $1,240,998.26 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0302/HIGHWAY LIGHTING - IMY-244-2(499)011 | ||||||||
0365 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 1,000.000 | 1,000.000 | 158.000 | $13.91 | $0.00 | $2,197.78 | |
0366 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 985.000 | 985.000 | 2,143.000 | $21.77 | $0.00 | $46,653.11 | |
0367 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 36,621.000 | 36,621.000 | 23,938.160 | $4.84 | $0.00 | $115,860.69 | |
0368 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | $368.92 | $0.00 | $737.84 | |
0369 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 29.000 | 29.000 | 38.000 | $332.63 | $0.00 | $12,639.94 | |
0370 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 67.280 | 67.280 | 66.120 | $689.46 | $0.00 | $45,587.10 | |
0371 | REINFORCING STEEL | 804(B) 2916 | LB | 3,826.600 | 3,826.600 | 3,807.600 | $1.63 | $0.00 | $6,206.37 | |
0372 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 94.000 | 94.000 | 103.000 | $217.73 | $0.00 | $22,426.19 | |
0373 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 116.000 | 116.000 | 118.000 | $1,487.78 | $0.00 | $175,558.04 | |
0374 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 116.000 | 116.000 | 115.000 | $489.88 | $0.00 | $56,336.20 | |
0375 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 131.000 | 131.000 | 133.000 | $1,120.07 | $0.00 | $148,969.31 | |
0376 | SERVICE POLE | 810(A) 3118 | EA | 2.000 | 2.000 | 2.000 | $7,106.29 | $0.00 | $14,212.58 | |
0377 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 75,943.000 | 75,943.000 | 61,587.240 | $2.54 | $0.00 | $156,431.59 | |
0378 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 12,445.000 | 12,445.000 | 12,388.530 | $0.85 | $0.00 | $10,530.25 | |
8050 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 0.000 | 0.000 | $9,989.76 | $0.00 | $0.00 | |
8058 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,395.49 | $0.00 | $4,395.49 | |
Subtotals For Category 0302/HIGHWAY LIGHTING - IMY-244-2(499)011 | $0.00 | $818,742.48 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0600/STAKING - IMY-244-2(499)011 | ||||||||
0379 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $165,000.00 | $16,500.00 | $165,000.00 |
Subtotals For Category 0600/STAKING - IMY-244-2(499)011 | $16,500.00 | $165,000.00 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0640/CONSTRUCTION - IMY-244-2(499)011 | ||||||||
0380 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $5,000.00 | $1,250.00 | $5,000.00 |
0381 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $8,687.33 | $0.00 | $8,687.33 | |
0382 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,400,000.00 | $0.00 | $1,400,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - IMY-244-2(499)011 | $1,250.00 | $1,413,687.33 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0900/NON-PARTICIPATING - IMY-244-2(499)011 | ||||||||
0383 | STRUCTURAL STEEL | 506(A) 1322 | LB | 3,400.000 | 3,400.000 | 3,400.000 | $8.00 | $0.00 | $27,200.00 | |
0384 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0900/NON-PARTICIPATING - IMY-244-2(499)011 | $0.00 | $52,200.00 | ||||||||
Fed/State Project Number: IMY-244-2(499)011 | Project: 27146(04) | Category: 0901/FEDERAL NON PARTICIPATING | ||||||||
8012 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,538.49 | $0.00 | $4,538.49 | |
Subtotals For Category 0901/FEDERAL NON PARTICIPATING | $0.00 | $4,538.49 | ||||||||
Subtotals For Project IMY-244-2(499)011 /27146(04) | $-99,108.58 | $24,179,461.46 |