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SCHEDULED VALUE PREVIOUS APPLICATION THIS PERIOD TOTAL COMPLETED % MATERIAL BALANCE TO FINISH Item No. Descrl tion Unit Quanti Unit Price I Amount QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL STORED QUANTITY TOTAL 783-1-123 FIBER OPTIC CABLE LF 5410.00 2.15 11,631.50 6,400,00 13,760.00 0.00 0.00 6,400.00 13,760.00 118% 990.00 2,128.50 783-1-321 FIBER OPTIC CABLE 112F LF 500.00 0.90 450.00 500.00 450.00 0.00 0.00 500.00 450.00 100% 0.00 0.00 783-1-323 FIBER OPTIC CABLE 196F LF 440.00 0.90 396.00 570.00 513.00 0.00 0.00 570.00 513.00 130% 130.00 117.00 783-2-31 FIBER OPTIC CONNECTION SPLICE EA 216.00 31.50 6,804.00 148.00 4,662.00 0.00 0.00 148.00 4,662.00 69% 68.00 2,142.00 14BRIDGE, -11 FIBER OPTIC CONNECTION HARDWARE ENCLOSURE)F&I �A 1.00 895.00 895.00 1.00 895.00 0.00 0.00 1.00 895.00 100% 0.00 0.00 -12 FIBER OPTIC CON-1---------LICE TRAY F&I EA 11.00 40.00 440.00 11.00 440.00 0.00 0.00 11.00 440.00 100% 0.00 15 PREfERMINATED F&I 0.00 EA 1.00 1 115.00 1,115.00 1.00 1,115.00 0.00 0.00 1.00 1,115.00 100% 0.00 0.00 18 FIBER OPTIC CONNECTION HARDWARE PATCH CORD DUPLE EA 2.00 28.35 56.70 2.00 56.70 0.00 0.00 2.00 56.70 100% 0.00 0.00 -1 ETHERNET SWITCH EA 1.00 2,572.00 2,572.00 1.00 2,572.00 0.00 0.00 1.00 2,572.00 100% 0.00 0.00 BRIDGE IMPROVEMENTS 4 PARTIAL DEMO S/WON NORTH SIDE OF BRIDGE LS 1.00 5,250.00 5,250.00 1.00 5,250.00 0.00 0.00 1.00 5,250.00 100% 0.00 0.00 1 MISC ASPH,PARTIAL RDWY LS 1.00 5,250.00 5,250.00 1.00 5,250.00 0.00 0.00 1.00 5,250.00 100% 0.00 0.00 .4 CLASS II CONC-NEW S"RAISED S/W MODIF ON NORTH SIDE CY 1.50 630.00 945.00 1.50 945.00 0.00 0.00 1.50 945.00 100% 0.00 0.00 15 AT NW CORNER LS 1.00 2,100.00 2,100.00 1.00 2,100.00 0.00 0.00 1.00 2,100.00 100% 0.00 0.00 4 REINF STEEL-NEW 8"RAISED S/W MOD ON NORTH SIDE OF B LB 107.00 1.30 139.10 107.00 139.10 0.00 0.00 107.00 139.10 100% 0.00 0.00 10 NEW TYPE F CURB,NE CORNER LF 20.00 21.00 420.00 20.00 420.00 0.00 0.00 20.00 420.00 100% 0.00 0.00 -4 BRIDGE,NW CORNER LF 30.50 252.00 7,666.00 30.50 7,686.00 0.00 0.00 30.50 7,686.00 100% 0.00 0.00 521-73 BRIDGE NE&NW CORNERS LS 1.00 4,620.00 4,620.00 1.00 4 620.00 0.00 0.00 1.00 4,620.00 100% 0.00 0.00 536-1 ANCHORAGE OF G/R,NW CORNER EA 1.00 1,315.00 1,315.00 1.00 1,315.00 0.00 0.00 1.00 1,315.00 100% 0.00 0.00 536-1-5 THRIE BEAM,NW CORNER LS 1.00 525.00 525.00 1.00 525.00 0.00 0.00 1.00 525.00 100% 0.00 0.00 536-82 RELOCATE G/R NW CORNER INCL MISC.ASPH BENEATH G/R LS 1.00 580.00 580.00 1.00 580.00 0.00 0.00 1.00 580.00 100% 0.00 0.00 538-1 REMOVE G/R,NW CORNER LS 1.00 235.00 235.00 1.00 235.00 0.00 0.00 1.00 235.00 100% 0.00 0.00 110-3 DEMO OF PIPE CRADLES ON SOUTH SIDE OF BRIDGE EA 6.00 225.00 1,350.00 6.00 1,350.00 0.00 0.00 6.00 1,350.00 100% 0.00 0.00 110-4 MI CORNER LS 1.00 4150.00 4,150.00 1.00 4,150.00 0.00 0.00 1.00 4,150.00 100% 0.00 0.00 0339-1 MISC ASPH,PARTIAL RDWY LS 1 1.00 5,800.00 5,800.00 1.00 1 5,800.00 0.00 0.00 1.00 5,600.00 100% 0.00 0.00 400-2-4 CLASS II CONC-NEW RAISED S/W ON SOUTH SIDE OF BRIDGIJ CY 1 10.00 447.00 4,470.00 10.00 4,470.00 0.00 0.0D 10.00 4,470.00 100% 0.00 0.00 415-1-4 REINF.STEEL-NEW RAISED S/W ON SOUTH51DE OF BRIDGE ILB 550.00 1.30 715.00 550.00 715.00 0.00 0.00 550.00 715.00 100% 0.00 0.00 460-70-1 NEW ALUM PEDES RAILING PER INDEX 822 ON SOUTH SIDE O LF 60.00 25.20 1,512.00 60.00 1,512.00 0.00 0.00 60.00 1,512.00 100% 0.00 0.00 520-1-10 NEW TYPE F CURB&GUTTER BEYOND BRIDGE,SE CORNER ILF 20.00 21.00 420.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 20.00 420.00 521-5-4 NEW 32"VERTICAL FACE BARRIER WALL ILF 60.0095.00 5,700.00 59.00 5,605.00 0.00 1 0.00 59.00 5,605.00 98% 1.00 95.00 521-72 BRIDGE,SW CORNER ILF 60.00 252.00 1 15,120.00 60.00 15,120.00 0.00 0.00 60.00 15,120.00 100% 0.00 0.00 521-72-4 TRANSITION BARRIER WALL,F TYPE TO SHOULDER TYPE,SW d LS 1.00 466.00 1 466.00 1.00 466.00 0.00 1 0.00 1.00 466.00 100% 0.00 0.00 521-73 DEMO OF"F"SHAPE CONCTRAFF RAILING ON SOUTH SIDE OILS 1.00 7,350.00 7,350.00 1.00 7,350.00 0.00 0.00 1.00 7,350.00 100% 0.00 0.00 521-73A SE&SW CORNERS LS 1.00 4,095.00 4,095.00 1.00 4,095.00 0.00 0.00 1.00 4,095.00 100% 0.00 0.00 522-2 AT NW CORNER LS 1.00 2100.00 2,100.00 1.00 2,100.00 0.00 0.00 1.00 2,100.00 100% 0.00 0.00 0536-1 ANCHORAGE OF G/R,SW CORNER LS 1.00 1,315.00 1,315.00 1.00 1,315.00 0.00 0.00 1.00 1,315.00 100% 0.00 0.00 536-1-1 NEW G/R,SE CORNER,INCL MISC ASPH BENEATH G/R LS 1.00 790.00 790.00 1.00 790.00 0.00 0.00 1.00 790.00 100% 0.00 0.00 0536-1-5 THRIE BEAM,SW CORNER LS 1.00 525.00 525.00 1.00 525.00 0.00 0.00 1.00 525.00 100% 0.00 0.00 536-73 RMV EXIST G/R,SE CORNER LS 1.00 370.00 370.00 1.00 370.00 0.00 0.00 1.00 370.00 100% 0.00 0.00 536-82 NEW G/R,SE CORNER,INCL MISC ASPH BENEATH G/R LS 1.00 790.00 790.00 1.00 790.00 0.00 0.00 1.00 790.00 100% 0.00 0.00 0536-82A RELOCATE G/R,SW CORNER,INCL MISC.ASPH BENEATH G/R LS 1.00 685.00--F-685.00 1.00 665.00 0.00 0.00 1.00 685.00 100% 0.00 0.00 536-85-22 NEW G/R,SE CORNER,INCL MISC ASPH BENEATH G/R LS 1.00 1,315.00 1,315.00 1.00 1,315.00 0.00 0.00 1.00 1,315.00 100% 0.00 0.00 0538-1 REMOVE G/R,SW CORNER LS 1.00 236.00 236.00 1.00 236.00 0.00 0.00 1.00 236.00 100% 0.00 0.00 MISCELLANEOUS B00 PUBLIC CONSTRUCTION BOND LS 1.00 28,900.00 28,900.00 1.00 26,900.00 0.00 0.00 1.00 28,900.00 M102% 0.00 0.00 301 TRENCH SAFETY COMP OVER 5' SEE SEC.00454 LS 1.00 10.00 10.00 1.00 10.00 0.00 0.00 1.00 10.00 0.00 0.00 302 TRENCH SAFETY COMP SHORING SEE SEC.00454 LS 1.00 10.00 10.00 1.00 10.00 0.00 0.00 1.00 10.00 0.00 0.00 ALTERNATE"B" 430-99 125 HDPE PIPE CULV SMOOTH WALL N-12 18"SS LF 649.00 15.75 10,221.75 689.00 10,851.75 0.00 0.00 689.00 10,851.75 -40.00 -630.00 430-99 129 HDPE PIPE CULV SMOOTH WALL N-12 24"SS LF 313.00 26.25 8,216.25 306.00 8,032.50 0.00 0.00 306.00 8,032.50 7.00 183.75 43%."0133 HDPE PIPE CULV SMOOTH WALL N-12 30"SS LF 181.00 36.75 6,651.75 184.00 6,762.00 0.00 0.00 184.00 6,762.00 3.00 110.25