Contract ID: | 110453 | Estimate Number: | 0014 | 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. | ||||||||||||
P.O. BOX 10 | |||||||||||||
CATOOSA , OK 74015-0010 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 08/16/2012 TO 08/31/2012 |
Date Awarded: | 10/03/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 420 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 192.00 | |
Date NTP Issued: | 10/20/2011 | Completion Date: | Current Time Allowed: | 420.00 | |
General Liability Expires: | 01/01/2013 | Workman's Comp Expires: | 01/01/2013 | Percent Time Used: | 45.71 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $34,880,249.87 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $35,057,955.07 | Participating: | $16,333,620.06 | $14,316,234.29 | $2,017,385.77 | ||
Percent Complete: | 48.93 % | Non Participating: | $52,200.00 | $52,200.00 | $0.00 | ||
Funds Available: | $17,812,552.25 | Total Earnings: | $16,385,820.06 | $14,368,434.29 | $2,017,385.77 | ||
Unearned Balance: | $17,990,257.45 | Stockpiled Materials: | $681,550.23 | $717,564.52 | $-36,014.29 | ||
Gross Earnings: | $17,067,370.29 | $15,085,998.81 | $1,981,371.48 | ||||
Other Adjustments: | $327.33 | $327.33 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $17,067,697.62 | $15,086,326.14 | $1,981,371.48 |
Contract ID: | 110453 | Estimate Number: | 0014 | 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 |
003 | To modify the plan phase of construction. | Approved | 08/24/2012 | 0.0 | $0.00 |
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 | 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 Adjustment | 0008 | $-7,303.45 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-98.66 |
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 | 0009 | $-29,941.61 |
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 | 0011 | $-98.66 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0009 | $-29,941.61 |
26300(09) | 0011 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-8,705.32 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-2,220.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-14,413.01 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $16,633.26 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-21,360.25 |
26300(09) | 0012 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-11,552.47 |
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 | 0007 | $-2,220.25 |
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) | 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) | 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 | $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 Adjustment | 0010 | $-34,249.60 |
26300(09) | 0021 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $34,249.60 |
26300(09) | 0093 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
26300(09) | 0093 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
26300(09) | 0093 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
26300(09) | 0093 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
26300(09) | 0093 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
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 | 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 | 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 | 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 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0094 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
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 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
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 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
26300(09) | 0095 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
26300(09) | 0095 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
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) | 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 Closure | 0005 | $-20,615.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0002 | $20,615.76 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $-1,650.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0002 | $1,650.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0005 | $27,060.00 |
26300(09) | 0111 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Initial Payment | 0005 | $10,653.12 |
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 |
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 | 0007 | $-41,224.01 |
27146(04) | 0130 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-8,194.48 |
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 | $46,049.04 |
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 | 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 | $46,049.04 |
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 Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,445.89 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,269.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.86 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-10,319.88 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-6,803.99 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $47,627.96 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-12,672.85 |
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 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 | 0008 | $-10,319.88 |
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) | 0131 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0005 | $31,710.91 |
27146(04) | 0131 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-17,831.23 |
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 | 0008 | $-10,994.67 |
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 | 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 Adjustment | 0008 | $-10,994.66 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Adjustment | 0009 | $-10,371.17 |
27146(04) | 0140 | 9.5 INCH PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0005 | $21,365.83 |
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 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 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 | $-9,496.48 |
27146(04) | 0140 | 9.5" PAVING DOWEL BASKETS | Stockpiled Material Initial Payment | 0006 | $20,477.48 |
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 | 0012 | $-4,611.60 |
27146(04) | 0166 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0011 | $-5,105.70 |
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 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0354 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
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 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $2,061.67 |
27146(04) | 0354 | STEEL PIPE | Stockpiled Material Initial Payment | 0013 | $10,496.23 |
27146(04) | 0354 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0355 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0355 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
27146(04) | 0355 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $849.23 |
27146(04) | 0355 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $1,381.96 |
27146(04) | 0355 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
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 | ROUND MACHINE HEAD SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0356 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $5,084.96 |
27146(04) | 0356 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $12,573.82 |
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 | STEEL PLATE, BEAM AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $3,171.56 |
27146(04) | 0356 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $4,123.34 |
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) | 0357 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $2,542.48 |
27146(04) | 0357 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $6,286.91 |
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 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $1,585.78 |
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 | ROUND HEAD MACHINE SCREWS | Stockpiled Material Initial Payment | 0013 | $6.02 |
27146(04) | 0358 | HARDWARE AND PLATES | Stockpiled Material Initial Payment | 0013 | $10,169.92 |
27146(04) | 0358 | BASE/HAND HOLE PLATES | Stockpiled Material Initial Payment | 0013 | $25,147.64 |
27146(04) | 0358 | U-BOLTS AND HARDWARE | Stockpiled Material Initial Payment | 0013 | $3,396.92 |
27146(04) | 0358 | HARDWARE | Stockpiled Material Initial Payment | 0013 | $5,527.84 |
27146(04) | 0358 | STEEL PLATE, BEAM, AND FLAT BAR | Stockpiled Material Initial Payment | 0013 | $6,343.12 |
27146(04) | 0358 | PIPE BENDING | Stockpiled Material Initial Payment | 0013 | $8,246.68 |
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) | 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 Initial Payment | 0013 | $83,288.00 |
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) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0012 | $-13,776.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Initial Payment | 0005 | $64,452.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Adjustment | 0014 | $-5,412.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE | Stockpiled Material Closure | 0005 | $0.00 |
27146(04) | 0375 | ROADWAY LUMINAIRE (Mast Arm) | Stockpiled Material Initial Payment | 0005 | $9,962.64 |
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 (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 | $681,550.23 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
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) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0012 | 103.36 | $0.63 | $65.86 |
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) | 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 |
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) | 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) | 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) | 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 | Subtotals For Line Item Adjustments | $327.33 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | NOT ENTERED | NOT ENTERED | 400.00 DYS | $15,000.00 | N | |||
02 | TIME 'C' BID | NOT ENTERED | NOT ENTERED | 130.00 DYS | $10,000.00 | N |
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: | 0014 | 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 | 26,596.280 | $9.05 | $0.00 | $240,696.34 | |
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 | 11,004.000 | $2.56 | $0.00 | $28,170.24 | |
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 | 0.000 | $1.44 | $0.00 | $0.00 | |
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 | 2,503.590 | 8,835.810 | $26.93 | $67,421.68 | $237,948.37 |
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 | 15,644.440 | 53,611.260 | $10.91 | $170,680.84 | $584,898.84 |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 135,270.000 | 135,270.000 | 21,579.000 | 71,449.000 | $1.10 | $23,736.90 | $78,593.90 |
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 | 30.910 | 482.470 | $11.54 | $356.70 | $5,567.70 |
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 | 0.000 | 103.360 | $90.00 | $0.00 | $9,302.40 |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 37.000 | 37.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 1,515.000 | 1,515.000 | 1,204.650 | $90.00 | $0.00 | $108,418.50 | |
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 | 2,601.320 | 6,954.930 | $11.58 | $30,123.29 | $80,538.09 |
0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 67,251.000 | 67,251.000 | 6,855.990 | 20,191.160 | $12.67 | $86,865.39 | $255,822.00 |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 25,144.000 | 25,144.000 | 2,490.420 | 7,047.910 | $89.79 | $223,614.81 | $632,831.85 |
0023 | CONCRETE PARAPET | 504(E) 1381 | LF | 842.000 | 842.000 | 0.000 | $61.35 | $0.00 | $0.00 | |
0024 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,271.000 | 5,271.000 | 198.000 | 198.000 | $52.16 | $10,327.68 | $10,327.68 |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 50.000 | 50.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 251.000 | 251.000 | 3.100 | 8.130 | $212.25 | $657.98 | $1,725.60 |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 154,713.000 | 154,713.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0028 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 1,500.000 | 1,500.000 | 0.000 | $1.37 | $0.00 | $0.00 | |
0029 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 4,000.000 | 4,000.000 | 0.000 | $34.15 | $0.00 | $0.00 | |
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 | 0.000 | 5,896.000 | $9.77 | $0.00 | $57,603.92 |
0036 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 42,342.000 | 42,342.000 | 6,210.000 | 21,420.000 | $4.65 | $28,876.50 | $99,603.00 |
0037 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 4,235.000 | 4,235.000 | 174.000 | 1,336.000 | $11.21 | $1,950.54 | $14,976.56 |
0038 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 212.000 | 212.000 | 0.000 | 15.000 | $190.36 | $0.00 | $2,855.40 |
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 | 16,938.780 | $2.50 | $0.00 | $42,346.96 | |
0041 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 57,841.000 | 57,841.000 | 34,408.130 | $3.50 | $0.00 | $120,428.46 | |
0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 4,632.000 | 4,632.000 | 885.000 | $3.01 | $0.00 | $2,663.85 | |
0043 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 210.000 | 210.000 | 65.000 | $23.27 | $0.00 | $1,512.55 | |
0044 | SAWING PAVEMENT | 619(C) 0924 | LF | 21,000.000 | 21,000.000 | 13,522.000 | $1.61 | $0.00 | $21,770.42 | |
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 | 186.000 | $7.25 | $0.00 | $1,348.50 | |
0047 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 400.000 | 400.000 | 0.000 | $15.64 | $0.00 | $0.00 | |
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 | 0.000 | $2,200.79 | $0.00 | $0.00 | |
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 | 0.000 | $10,869.11 | $0.00 | $0.00 | |
8003 | FLY ASH | 307(A) 4200 | TON | 0.000 | 2,652.000 | 312.350 | 2,355.890 | $71.01 | $22,179.97 | $167,291.74 |
8004 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 104,690.000 | 5,822.220 | 54,404.700 | $1.67 | $9,723.11 | $90,855.85 |
8005 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 1,137.000 | 0.000 | $90.44 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - IMY-244-2(500)014 | $676,515.39 | $2,906,198.14 | ||||||||
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 | 0.000 | $125.00 | $0.00 | $0.00 | |
0053 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 0.000 | $16,053.55 | $0.00 | $0.00 | |
0054 | APPROACH SLAB | 504(A) 1304 | SY | 313.800 | 313.800 | 0.000 | $154.61 | $0.00 | $0.00 | |
0055 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,403.000 | 1,403.000 | 0.000 | $4.17 | $0.00 | $0.00 | |
0056 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 127.500 | 127.500 | 0.000 | $247.17 | $0.00 | $0.00 | |
0057 | CONCRETE PARAPET | 504(E) 1381 | LF | 378.300 | 378.300 | 0.000 | $39.04 | $0.00 | $0.00 | |
0058 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 387.100 | 387.100 | 0.000 | $50.18 | $0.00 | $0.00 | |
0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,030.000 | 5,030.000 | 0.000 | $8.25 | $0.00 | $0.00 | |
0060 | CLASS AA CONCRETE | 509(A) 1326 | CY | 243.300 | 243.300 | 0.000 | $741.28 | $0.00 | $0.00 | |
0061 | CLASS A CONCRETE | 509(B) 1328 | CY | 24.400 | 24.400 | 0.000 | $2,258.22 | $0.00 | $0.00 | |
0062 | SLOPE WALL (4") | 510(C) 6134 | SY | 35.000 | 35.000 | 0.000 | $81.68 | $0.00 | $0.00 | |
0063 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 77,110.000 | 77,110.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
0064 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.800 | $103,784.71 | $0.00 | $83,027.76 | |
0065 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.050 | $25,946.18 | $0.00 | $1,297.31 | |
0066 | ANODE | 513(D) 6025 | EA | 360.000 | 360.000 | 0.000 | $90.64 | $0.00 | $0.00 | |
0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 721.000 | 721.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
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 | 901.410 | $30.30 | $0.00 | $27,312.72 | |
0072 | (SP)CORROSION INHIBITOR(SURFACE APPLIED) | 535 6130 | SY | 60.000 | 60.000 | 0.000 | $100.34 | $0.00 | $0.00 | |
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 | 0.000 | $2,697.70 | $0.00 | $0.00 | |
0075 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.000 | $53,579.64 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 73 - IMY-244-2(500)014 | $0.00 | $124,883.13 | ||||||||
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 | 81.980 | 81.980 | $360.77 | $29,575.92 | $29,575.92 |
0077 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 12.580 | 12.580 | 0.000 | $679.32 | $0.00 | $0.00 | |
0078 | REINFORCING STEEL | 804(B) 2916 | LB | 2,072.000 | 2,072.000 | 0.000 | $1.70 | $0.00 | $0.00 | |
0079 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 0.000 | $13,586.39 | $0.00 | $0.00 | |
0080 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 0.000 | $6,793.20 | $0.00 | $0.00 | |
0081 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 0.000 | $6,793.20 | $0.00 | $0.00 | |
0082 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 0.000 | $1,358.64 | $0.00 | $0.00 | |
0083 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 536.970 | 536.970 | 0.000 | $16.30 | $0.00 | $0.00 | |
0084 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 694.500 | 694.500 | 0.000 | $24.46 | $0.00 | $0.00 | |
0085 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 757.750 | 757.750 | 0.000 | $24.46 | $0.00 | $0.00 | |
0086 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 105.000 | 105.000 | 0.000 | $38.04 | $0.00 | $0.00 | |
0087 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 188.750 | 188.750 | 0.000 | $40.76 | $0.00 | $0.00 | |
0088 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 52.130 | 52.130 | 0.000 | $44.84 | $0.00 | $0.00 | |
0089 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 32.000 | 32.000 | 0.000 | $29.89 | $0.00 | $0.00 | |
0090 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 114.000 | 114.000 | 0.000 | $32.61 | $0.00 | $0.00 | |
0091 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 88.000 | 88.000 | 0.000 | $35.33 | $0.00 | $0.00 | |
0092 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 660.500 | 660.500 | 0.000 | $8.15 | $0.00 | $0.00 | |
0093 | OVHD.SN.STR., MONOTUBE TYPE B 75' | 852(D) 0305 | EA | 1.000 | 1.000 | 0.000 | $81,518.32 | $0.00 | $0.00 | |
0094 | OVHD.SN.STR., MONOTUBE TYPE B 95' | 852(D) 0325 | EA | 1.000 | 1.000 | 0.000 | $101,897.90 | $0.00 | $0.00 | |
0095 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 1.000 | 1.000 | 0.000 | $61,138.74 | $0.00 | $0.00 | |
0096 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 62,040.000 | 62,040.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
0097 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 19,608.000 | 19,608.000 | 0.000 | $0.88 | $0.00 | $0.00 | |
0098 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 2,480.000 | 2,480.000 | 0.000 | $1.36 | $0.00 | $0.00 | |
0099 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,308.000 | 1,308.000 | 0.000 | $4.08 | $0.00 | $0.00 | |
0100 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 32.000 | 32.000 | 0.000 | $27.17 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING - IMY-244-2(500)014 | $29,575.92 | $29,575.92 | ||||||||
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 | 0.000 | $13.91 | $0.00 | $0.00 | |
0102 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 360.000 | 360.000 | 140.000 | $21.77 | $0.00 | $3,047.80 | |
0103 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 23,938.000 | 23,938.000 | 322.000 | 322.000 | $5.44 | $1,751.68 | $1,751.68 |
0104 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $604.79 | $0.00 | $0.00 | |
0105 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 8.000 | 8.000 | 3.000 | 3.000 | $332.63 | $997.89 | $997.89 |
0106 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 62.640 | 62.640 | 0.000 | $689.46 | $0.00 | $0.00 | |
0107 | REINFORCING STEEL | 804(B) 2916 | LB | 3,607.200 | 3,607.200 | 0.000 | $1.63 | $0.00 | $0.00 | |
0108 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 92.000 | 92.000 | 18.000 | $217.73 | $0.00 | $3,919.14 | |
0109 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 108.000 | 108.000 | 0.000 | $1,487.78 | $0.00 | $0.00 | |
0110 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 108.000 | 108.000 | 0.000 | $489.88 | $0.00 | $0.00 | |
0111 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 108.000 | 108.000 | 0.000 | $1,120.07 | $0.00 | $0.00 | |
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 | 0.000 | $2.54 | $0.00 | $0.00 | |
0114 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 10,260.000 | 10,260.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0302/TRAFFIC LIGHTING - IMY-244-2(500)014 | $2,749.57 | $23,929.09 | ||||||||
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 | 48.400 | 1,666.810 | $80.00 | $3,872.00 | $133,344.80 |
0116 | CLASS AA CONCRETE | 509(A) 0319 | CY | 100.000 | 100.000 | 0.000 | $521.24 | $0.00 | $0.00 | |
0117 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 9,115.000 | 9,115.000 | 100.000 | 9,142.000 | $3.47 | $347.00 | $31,722.74 |
0118 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 7,002.000 | 7,002.000 | 0.000 | $5.79 | $0.00 | $0.00 | |
0119 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 2.000 | 0.000 | $2,895.78 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER - IMY-244-2(500)014 | $4,219.00 | $165,067.54 | ||||||||
Subtotals For Project IMY-244-2(500)014 /26300(09) | $713,059.88 | $3,249,653.82 |
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 | 39,220.000 | $9.05 | $0.00 | $354,941.01 | |
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 | 1,540.000 | 31,395.500 | $2.56 | $3,942.40 | $80,372.48 |
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 | 4,625.420 | $1.44 | $0.00 | $6,660.60 | |
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 | 824.620 | 17,445.740 | $26.93 | $22,207.02 | $469,813.78 |
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 | 4,947.730 | 100,779.880 | $10.91 | $53,979.73 | $1,099,508.49 |
0131 | SEPARATOR FABRIC | 325 5271 | SY | 209,525.000 | 209,525.000 | 123,760.000 | $1.10 | $0.00 | $136,136.00 | |
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 | 1,216.830 | $11.54 | $0.00 | $14,042.22 | |
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 | 54.900 | 232.840 | $90.00 | $4,941.00 | $20,955.60 |
0136 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 232.000 | 232.000 | 179.590 | $80.00 | $0.00 | $14,367.20 | |
0137 | SUPERPAVE, TYPE S5(PG 64-22 OK) | 411(D) 5975 | TON | 2,120.000 | 2,120.000 | 18.700 | 2,289.260 | $90.00 | $1,683.00 | $206,033.40 |
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 | 2,087.100 | 20,006.500 | $11.58 | $24,168.62 | $231,675.27 |
0140 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 124,640.000 | 124,640.000 | 4,222.120 | 61,170.730 | $12.67 | $53,494.26 | $775,033.16 |
0141 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 43,934.000 | 43,934.000 | 2,732.680 | 22,693.690 | $89.79 | $245,367.34 | $2,037,666.42 |
0142 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 20,287.000 | 20,287.000 | 5,079.000 | 11,538.500 | $51.97 | $263,955.63 | $599,655.85 |
0143 | CLASS A CONCRETE | 509(B) 0321 | CY | 50.000 | 50.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0144 | CLASS C CONCRETE | 509(D) 0325 | CY | 663.000 | 663.000 | 51.700 | 237.180 | $212.25 | $10,973.33 | $50,341.46 |
0145 | SLOPE WALL (5") | 510(C) 6135 | SY | 200.000 | 200.000 | 154.150 | $70.00 | $0.00 | $10,790.50 | |
0146 | REINFORCING STEEL | 511(A) 0332 | LB | 583,929.000 | 583,929.000 | 100,221.000 | 409,863.000 | $0.75 | $75,165.75 | $307,397.25 |
0147 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 4,000.000 | 4,000.000 | 1,470.400 | $1.37 | $0.00 | $2,014.46 | |
0148 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 5,000.000 | 5,000.000 | 125.000 | 529.810 | $39.56 | $4,945.00 | $20,959.29 |
0149 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 500.000 | 500.000 | 62.250 | $57.41 | $0.00 | $3,573.77 | |
0150 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 500.000 | 500.000 | 73.500 | $69.37 | $0.00 | $5,098.70 | |
0151 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 500.000 | 500.000 | 127.600 | $99.60 | $0.00 | $12,708.96 | |
0152 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 500.000 | 500.000 | 0.000 | 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 | 830.000 | $14.66 | $0.00 | $12,167.80 | |
0154 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 500.000 | 500.000 | 3,110.000 | $9.77 | $0.00 | $30,384.70 | |
0155 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 44,393.000 | 44,393.000 | 21,989.000 | $4.65 | $0.00 | $102,248.86 | |
0156 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 4,440.000 | 4,440.000 | 86.000 | 2,584.000 | $11.21 | $964.06 | $28,966.65 |
0157 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 214.000 | 214.000 | 10.000 | 71.000 | $190.36 | $1,903.60 | $13,515.56 |
0158 | (PL)VIDEO INSPECTION OF CONDUIT | 613(Y) 0100 | LF | 5,000.000 | 5,000.000 | 5,226.100 | $2.00 | $0.00 | $10,452.20 | |
0159 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 47,972.000 | 47,972.000 | 8,400.000 | 39,849.460 | $2.50 | $21,000.00 | $99,623.67 |
0160 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 114,775.000 | 114,775.000 | 13,589.000 | 93,613.640 | $3.50 | $47,561.50 | $327,647.76 |
0161 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 21,137.000 | 21,137.000 | 689.000 | 14,677.000 | $3.01 | $2,073.89 | $44,177.77 |
0162 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 1,180.000 | 1,180.000 | 1,017.000 | 1,505.100 | $20.08 | $20,421.36 | $30,222.41 |
0163 | SAWING PAVEMENT | 619(C) 0924 | LF | 22,500.000 | 22,500.000 | 21,716.000 | $1.61 | $0.00 | $34,962.76 | |
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 | 1,186.800 | $7.25 | $0.00 | $8,604.30 | |
0166 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 1418 | LF | 2,483.000 | 2,483.000 | 885.000 | $15.64 | $0.00 | $13,841.40 | |
0167 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F) 5686 | EA | 3.000 | 3.000 | 0.000 | $2,200.00 | $0.00 | $0.00 | |
0168 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 6.000 | 3.000 | $1,275.00 | $0.00 | $3,825.00 | |
0169 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 3,391.000 | 3,391.000 | 0.000 | $52.62 | $0.00 | $0.00 | |
0170 | CONCRETE LONGITUDINAL BARRIER END SECTIONS | 627(B) 4410 | EA | 2.000 | 2.000 | 0.000 | $1,178.07 | $0.00 | $0.00 | |
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 | 729.300 | 5,295.670 | $71.01 | $51,787.59 | $376,045.52 |
8007 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 176,611.000 | 14,097.650 | 111,172.060 | $1.67 | $23,543.08 | $185,657.35 |
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 | 8,535.000 | $0.93 | $0.00 | $7,937.55 | |
Subtotals For Category 0100/ROADWAY - IMY-244-2(499) 011 | $934,078.16 | $7,819,758.53 | ||||||||
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 | 54.000 | 54.000 | $39.39 | $2,127.06 | $2,127.06 |
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 | 0.000 | $4.05 | $0.00 | $0.00 | |
0175 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | $22,105.57 | $0.00 | $11,052.79 | |
0176 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 150.000 | 150.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0177 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
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 | |
Subtotals For Category 0200/BRIDGE NO. 64 - IMY-244-2(499)011 | $2,127.06 | $13,440.85 | ||||||||
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 | 357.300 | $125.69 | $0.00 | $44,909.04 | |
0182 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,528.000 | 1,528.000 | 764.000 | $4.17 | $0.00 | $3,185.88 | |
0183 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 159.700 | 159.700 | 79.700 | 159.700 | $234.58 | $18,696.03 | $37,462.43 |
0184 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 416.600 | 416.600 | 0.000 | 208.300 | $50.79 | $0.00 | $10,579.56 |
0185 | CLASS AA CONCRETE | 509(A) 1326 | CY | 247.500 | 247.500 | 124.250 | $618.94 | $0.00 | $76,903.30 | |
0186 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 77,790.000 | 77,790.000 | 35,284.000 | 77,790.000 | $0.84 | $29,638.56 | $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 | 0.100 | $5,212.40 | $0.00 | $521.24 | |
0189 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 299.000 | 299.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
0190 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 30.000 | 45.740 | $30.23 | $0.00 | $1,382.72 | |
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 | 11.960 | $581.64 | $0.00 | $6,956.41 | |
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 | $48,334.59 | $333,977.41 | ||||||||
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 | 35.000 | 35.000 | $50.63 | $1,772.05 | $1,772.05 |
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 | 0.000 | $4.05 | $0.00 | $0.00 | |
0201 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | $18,643.20 | $0.00 | $9,321.60 | |
0202 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 180.000 | 180.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0203 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
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 | |
Subtotals For Category 0202/BRIDGE NO. 66 - IMY-244-2(499)011 | $1,772.05 | $11,615.65 | ||||||||
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 | 216.700 | $130.49 | $0.00 | $28,277.18 | |
0208 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,279.000 | 1,279.000 | 639.500 | $4.17 | $0.00 | $2,666.72 | |
0209 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 124.130 | 124.130 | 64.500 | $234.58 | $0.00 | $15,130.41 | |
0210 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 425.600 | 425.600 | 0.000 | 212.800 | $50.47 | $0.00 | $10,740.02 |
0211 | CLASS AA CONCRETE | 509(A) 1326 | CY | 245.200 | 245.200 | 122.600 | $642.19 | $0.00 | $78,732.49 | |
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 | 35,890.000 | 74,000.000 | $0.84 | $30,147.60 | $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 | 0.100 | $4,864.91 | $0.00 | $486.49 | |
0216 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 298.000 | 298.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
0217 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 30.000 | 29.900 | $30.23 | $0.00 | $903.88 | |
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 | 40.500 | $581.64 | $0.00 | $23,556.42 | |
0220 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 345.100 | 345.100 | 0.000 | $3.47 | $0.00 | $0.00 | |
0221 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 0.000 | $115.83 | $0.00 | $0.00 | |
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 | 163.000 | 163.000 | $13.79 | $2,247.77 | $2,247.77 |
0224 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $368.92 | $737.84 | $737.84 |
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 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0203/BRIDGE NO. 67 -IMY-244-2(499)011 | $33,133.21 | $322,403.04 | ||||||||
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 | 0.500 | $48,259.08 | $0.00 | $24,129.54 | |
0228 | APPROACH SLAB | 504(A) 1304 | SY | 486.500 | 486.500 | 243.500 | $128.92 | $0.00 | $31,392.02 | |
0229 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,921.000 | 1,921.000 | 960.500 | 960.500 | $4.17 | $4,005.29 | $4,005.29 |
0230 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 151.850 | 151.850 | 77.300 | $234.58 | $0.00 | $18,133.03 | |
0231 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 533.300 | 533.300 | 266.650 | 266.650 | $50.56 | $13,481.82 | $13,481.82 |
0232 | CLASS AA CONCRETE | 509(A) 1326 | CY | 405.600 | 405.600 | 203.000 | $623.22 | $0.00 | $126,513.66 | |
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 | 66,230.000 | $0.84 | $0.00 | $55,633.20 | |
0235 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.400 | $22,702.91 | $0.00 | $9,081.16 | |
0236 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.100 | $5,675.72 | $0.00 | $567.57 | |
0237 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 402.000 | 402.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
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 | 0.000 | $3.47 | $0.00 | $0.00 | |
0242 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 0.000 | $115.83 | $0.00 | $0.00 | |
0243 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | $80,891.59 | $0.00 | $40,445.80 | |
0244 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 230.000 | 230.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0245 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
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 | $17,487.11 | $351,758.30 | ||||||||
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 | 0.500 | $39,880.77 | $0.00 | $19,940.39 | |
0249 | APPROACH SLAB | 504(A) 1304 | SY | 289.200 | 289.200 | 144.600 | $134.95 | $0.00 | $19,513.77 | |
0250 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,501.800 | 1,501.800 | 750.900 | $4.17 | $0.00 | $3,131.25 | |
0251 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 124.000 | 124.000 | 62.000 | 124.000 | $234.58 | $14,543.96 | $29,087.92 |
0252 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 500.000 | 500.000 | 250.000 | $50.37 | $0.00 | $12,592.50 | |
0253 | CLASS AA CONCRETE | 509(A) 1326 | CY | 341.700 | 341.700 | 171.000 | $609.35 | $0.00 | $104,198.85 | |
0254 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 121,940.000 | 121,940.000 | 67,151.000 | 121,940.000 | $0.84 | $56,406.84 | $102,429.60 |
0255 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.550 | 1.000 | $22,702.91 | $12,486.60 | $22,702.91 |
0256 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.100 | $5,675.72 | $0.00 | $567.57 | |
0257 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 394.000 | 394.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
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 | 0.000 | $3.47 | $0.00 | $0.00 | |
0262 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 0.000 | $115.83 | $0.00 | $0.00 | |
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 | 128.000 | 128.000 | $13.79 | $1,765.12 | $1,765.12 |
0265 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $368.92 | $737.84 | $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 | $85,940.36 | $394,742.40 | ||||||||
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 | 0.000 | $48.98 | $0.00 | $0.00 | |
0269 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 450.000 | 450.000 | 0.000 | $0.87 | $0.00 | $0.00 | |
0270 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 231.000 | 231.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
0271 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | $11,604.81 | $0.00 | $5,802.41 | |
0272 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 220.000 | 220.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0273 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
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 | |
Subtotals For Category 0206/BRIDGE NO. 70 - IMY-244-2(499)011 | $0.00 | $5,802.41 | ||||||||
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 | 0.500 | $23,172.02 | $0.00 | $11,586.02 | |
0277 | APPROACH SLAB | 504(A) 1304 | SY | 474.400 | 474.400 | 237.000 | $130.19 | $0.00 | $30,855.03 | |
0278 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,532.500 | 1,532.500 | 766.250 | 1,532.500 | $4.17 | $3,195.26 | $6,390.52 |
0279 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 117.740 | 117.740 | 59.000 | $234.58 | $0.00 | $13,840.22 | |
0280 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 532.600 | 532.600 | 266.000 | $50.34 | $0.00 | $13,390.44 | |
0281 | CLASS AA CONCRETE | 509(A) 1326 | CY | 297.400 | 297.400 | 148.700 | $614.34 | $0.00 | $91,352.35 | |
0282 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 102,240.000 | 102,240.000 | 50,442.000 | $0.84 | $0.00 | $42,371.28 | |
0283 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.450 | $25,482.85 | $0.00 | $11,467.28 | |
0284 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.050 | $6,384.61 | $0.00 | $319.23 | |
0285 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 421.000 | 421.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
0286 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 30.000 | 30.000 | 0.000 | $30.23 | $0.00 | $0.00 | |
0287 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 3.000 | 0.250 | $69.76 | $0.00 | $17.44 | |
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 | 0.000 | $3.47 | $0.00 | $0.00 | |
0290 | SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 0.000 | $115.83 | $0.00 | $0.00 | |
0291 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | $60,139.83 | $0.00 | $30,069.92 | |
0292 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 220.000 | 220.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0293 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
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 | |
Subtotals For Category 0207/BRIDGE NO. 71- IMY-244-2(499)011 | $3,195.26 | $302,588.13 | ||||||||
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 | 55.000 | $98.24 | $0.00 | $5,403.20 | |
0297 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 0.500 | $5,745.13 | $0.00 | $2,872.57 | |
0298 | APPROACH SLAB | 504(A) 1304 | SY | 230.100 | 230.100 | 115.050 | $145.51 | $0.00 | $16,740.93 | |
0299 | SAW-CUT GROOVING | 504(B) 1305 | SY | 579.200 | 579.200 | 0.000 | $4.17 | $0.00 | $0.00 | |
0300 | CONCRETE PARAPET | 504(E) 1381 | LF | 167.800 | 167.800 | 0.000 | $39.44 | $0.00 | $0.00 | |
0301 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 184.000 | 184.000 | 0.000 | $50.15 | $0.00 | $0.00 | |
0302 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 83.700 | 83.700 | 0.000 | $28.96 | $0.00 | $0.00 | |
0303 | HYDRODEMOLITION | 505(E) 1000 | SY | 557.200 | 557.200 | 320.000 | $105.63 | $0.00 | $33,801.60 | |
0304 | CLASS AA CONCRETE | 509(A) 1326 | CY | 77.500 | 77.500 | 44.800 | $549.22 | $0.00 | $24,605.06 | |
0305 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 12,600.000 | 12,600.000 | 6,544.000 | $0.84 | $0.00 | $5,496.96 | |
0306 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 165.000 | 165.000 | 0.000 | $4.05 | $0.00 | $0.00 | |
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 | 0.000 | $581.64 | $0.00 | $0.00 | |
0310 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | $6,810.68 | $0.00 | $3,405.34 | |
0311 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 140.000 | 140.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
0312 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
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 | $0.00 | $92,325.66 | ||||||||
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 | 112,092.000 | $0.27 | $0.00 | $30,264.84 | |
0316 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 109,300.000 | 34,300.000 | 60,773.000 | $0.34 | $0.00 | $20,662.82 | |
0317 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 21.000 | 21.000 | 5.000 | 10.000 | $9,383.58 | $46,917.90 | $93,835.80 |
0318 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 6,660.000 | 6,660.000 | 112.000 | 1,395.000 | $27.17 | $3,043.04 | $37,902.15 |
0319 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 2.000 | 2.000 | 0.000 | $16,982.98 | $0.00 | $0.00 | |
0320 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 43,835.000 | 43,835.000 | 137.500 | 42,174.000 | $10.51 | $1,445.13 | $443,248.75 |
0321 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 35,915.000 | 35,915.000 | 310.000 | 20,497.000 | $3.12 | $967.20 | $63,950.64 |
0322 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 2,226.000 | 2,226.000 | 68.000 | 860.000 | $33.97 | $2,309.96 | $29,214.20 |
0323 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 109,490.000 | 109,490.000 | 2,336.000 | 32,067.000 | $0.41 | $957.76 | $13,147.47 |
0324 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 12,535.000 | 12,535.000 | 1,451.000 | 20,263.000 | $5.43 | $7,878.93 | $110,028.09 |
0325 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 20,075.000 | 20,075.000 | 2,244.000 | 24,873.000 | $6.79 | $15,236.76 | $168,887.67 |
0326 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,895.000 | 7,895.000 | 513.000 | 6,924.000 | $2.72 | $1,395.36 | $18,833.28 |
0327 | WING BARRICADES | 880(C) 8848 | SD | 3,280.000 | 3,280.000 | 192.000 | 2,357.000 | $2.72 | $522.24 | $6,411.04 |
0328 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,160.000 | 21,160.000 | 2,482.000 | 30,423.000 | $0.68 | $1,687.76 | $20,687.64 |
0329 | DRUMS | 880(F) 8878 | SD | 243,215.000 | 243,215.000 | 8,635.000 | 94,392.000 | $0.14 | $1,208.90 | $13,214.88 |
0330 | CHANNELIZER CONES | 880(G) 8890 | SD | 12,000.000 | 12,000.000 | 5,747.000 | 50,597.000 | $0.34 | $1,953.98 | $17,202.98 |
0331 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 5,400.000 | 5,400.000 | 153.250 | $75.29 | $0.00 | $11,538.19 | |
0332 | (SP)TEMPORARY ROADWAY LIGHTING ASSEMBLY | 880(M) 8340 | LMDY | 108,600.000 | 108,600.000 | 7,106.000 | 40,746.000 | $4.54 | $32,261.24 | $184,986.84 |
0333 | (SP)SMART WORK ZONE SYSTEM-PORTABLE CHANGEABLE MESSAGE SIGN | 882 8370 | SD | 12,000.000 | 12,000.000 | 448.000 | 5,892.000 | $20.79 | $9,313.92 | $122,494.68 |
0334 | (SP)SMART WORK ZONE SYSTEM-PORTABLE TRAFFIC SENSOR (PTS) | 882 8372 | SD | 6,000.000 | 6,000.000 | 384.000 | 4,876.000 | $34.65 | $13,305.60 | $168,953.40 |
0335 | (SP)SMART WORK ZONE SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | 882 8374 | SD | 1,200.000 | 1,200.000 | 32.000 | 418.000 | $6.79 | $217.28 | $2,838.22 |
0336 | (SP)SMART WORK ZONE SYSTEM-WEBSITE SYSTEM | 882 8376 | SD | 600.000 | 600.000 | 16.000 | 209.000 | $6.79 | $108.64 | $1,419.11 |
0337 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 4,530.000 | 4,530.000 | 76.000 | 584.000 | $27.17 | $2,064.92 | $15,867.28 |
Subtotals For Category 0300/TRAFFIC CONTROL - IMY-244-2(499)011 | $142,796.52 | $1,595,589.97 | ||||||||
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 | 262.930 | $354.85 | $0.00 | $93,300.71 | |
0339 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 9.650 | 9.650 | 0.000 | $679.32 | $0.00 | $0.00 | |
0340 | REINFORCING STEEL | 804(B) 2916 | LB | 1,488.000 | 1,488.000 | 0.000 | $1.70 | $0.00 | $0.00 | |
0341 | (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE & SIGNS | 805(A) 8718 | LSUM | 1.000 | 1.000 | 0.800 | $13,586.39 | $0.00 | $10,869.12 | |
0342 | (PL)REMOVAL OF GROUND MOUNTED SIGNS | 805(A) 8720 | LSUM | 1.000 | 1.000 | 0.000 | $6,793.20 | $0.00 | $0.00 | |
0343 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 0.100 | $6,793.20 | $0.00 | $679.32 | |
0344 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 5.000 | 5.000 | 0.000 | $1,358.64 | $0.00 | $0.00 | |
0345 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 611.180 | 611.180 | 0.000 | $16.30 | $0.00 | $0.00 | |
0346 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 596.500 | 596.500 | 0.000 | $24.46 | $0.00 | $0.00 | |
0347 | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD SIGNS) | 850(B) 8114 | SF | 4,234.250 | 4,234.250 | 0.000 | $24.46 | $0.00 | $0.00 | |
0348 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 393.980 | 393.980 | 0.000 | $38.04 | $0.00 | $0.00 | |
0349 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 52.250 | 52.250 | 0.000 | $44.84 | $0.00 | $0.00 | |
0350 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 36.000 | 36.000 | 0.000 | $29.89 | $0.00 | $0.00 | |
0351 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 38.000 | 38.000 | 0.000 | $32.61 | $0.00 | $0.00 | |
0352 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 44.000 | 44.000 | 0.000 | $35.33 | $0.00 | $0.00 | |
0353 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 701.500 | 701.500 | 0.000 | $8.15 | $0.00 | $0.00 | |
0354 | OVHD.SN.STR., MONOTUBE TYPE B 85' | 852(D) 0315 | EA | 1.000 | 1.000 | 0.000 | $88,311.51 | $0.00 | $0.00 | |
0355 | OVHD.SN.STR., MONOTUBE TYPE B 90' | 852(D) 0320 | EA | 1.000 | 1.000 | 0.000 | $95,104.71 | $0.00 | $0.00 | |
0356 | OVHD.SN.STR., MONOTUBE TYPE B 105' | 852(D) 0335 | EA | 2.000 | 2.000 | 0.000 | $101,897.90 | $0.00 | $0.00 | |
0357 | OVHD.SN.STR., MONOTUBE TYPE B 110' | 852(D) 0340 | EA | 1.000 | 1.000 | 0.000 | $122,277.48 | $0.00 | $0.00 | |
0358 | OVHD.SN.STR., MONOTUBE TYPE C | 852(E) 0500 | EA | 4.000 | 4.000 | 0.000 | $61,138.74 | $0.00 | $0.00 | |
0359 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 89,352.000 | 89,352.000 | 1,095.000 | $0.61 | $0.00 | $667.95 | |
0360 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 21,984.000 | 21,984.000 | 0.000 | $0.88 | $0.00 | $0.00 | |
0361 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 13,840.000 | 13,840.000 | 1,317.000 | $1.36 | $0.00 | $1,791.12 | |
0362 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 1,800.000 | 1,800.000 | 0.000 | $4.08 | $0.00 | $0.00 | |
0363 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 48.000 | 48.000 | 0.000 | $27.17 | $0.00 | $0.00 | |
0364 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 5.000 | 5.000 | 0.000 | $679.32 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING & STRIPING - IMY-244-2(499)011 | $0.00 | $107,308.22 | ||||||||
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 | 0.000 | $13.91 | $0.00 | $0.00 | |
0366 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 985.000 | 985.000 | 990.000 | $21.77 | $0.00 | $21,552.30 | |
0367 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 36,621.000 | 36,621.000 | 1,480.000 | 8,809.000 | $4.84 | $7,163.20 | $42,635.56 |
0368 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 2.000 | 2.000 | 0.000 | $368.92 | $0.00 | $0.00 | |
0369 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 29.000 | 29.000 | 4.000 | 15.000 | $332.63 | $1,330.52 | $4,989.45 |
0370 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 67.280 | 67.280 | 4.060 | 26.580 | $689.46 | $2,799.21 | $18,325.85 |
0371 | REINFORCING STEEL | 804(B) 2916 | LB | 3,826.600 | 3,826.600 | 233.800 | 2,037.400 | $1.63 | $381.09 | $3,320.95 |
0372 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 94.000 | 94.000 | 66.000 | $217.73 | $0.00 | $14,370.18 | |
0373 | 38' MTG.HT.HL.PTP.(G.STL.) | 806(D) 8997 | EA | 116.000 | 116.000 | 11.000 | 39.000 | $1,487.78 | $16,365.58 | $58,023.42 |
0374 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 116.000 | 116.000 | -10.000 | 39.000 | $489.88 | $-4,898.80 | $19,105.32 |
0375 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 131.000 | 131.000 | 11.000 | 39.000 | $1,120.07 | $12,320.77 | $43,682.73 |
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 | 0.000 | $2.54 | $0.00 | $0.00 | |
0378 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 12,445.000 | 12,445.000 | 0.000 | $0.85 | $0.00 | $0.00 | |
Subtotals For Category 0302/HIGHWAY LIGHTING - IMY-244-2(499)011 | $35,461.57 | $240,218.34 | ||||||||
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 | 0.500 | $165,000.00 | $0.00 | $82,500.00 | |
Subtotals For Category 0600/STAKING - IMY-244-2(499)011 | $0.00 | $82,500.00 | ||||||||
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 | $5,000.00 | $0.00 | $1,250.00 | |
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 | $0.00 | $1,409,937.33 | ||||||||
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 | ||||||||
Subtotals For Project IMY-244-2(499)011 /27146(04) | $1,304,325.89 | $13,136,166.24 |