PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/21/14 EST. NO. 021 TIME 01:50 PM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0084 855.05 E.W. @ F.A.(+) 062113 N 0141.0 0092 510.98 102413 N 0318.0 0093 516.33 102913 N 0323.0 0094 247.18 103013 N 0328.0 0095 6,716.82 110113 N 0334.0 0096 876.52 110613 N 0340.0 0097 167.56 111413 N 0345.0 0098 498.70 111413 N 0346.0 0099 1,541.89 112013 N 0355.0 0100 1,168.84 112213 N 0359.0 0101 834.90 112513 N 0362.0 0102 500.92 112513 N 0363.0 0103 266.42 120313 N 0371.0 0104 1,229.37 121013 N 0383.0 0105 3,295.76 091213 N 0253.0 0106 500.92 010714 N 0402.0 0107 294.85 010714 N 0403.0 0108 314.49 063014 N 0406.0 0109 506.15 012913 N 0467.0 0110 450.51 012014 N 0440.0 0111 509.82 012814 N 0462.0 0112 730.01 020614 N 0503.0 0113 1,111.46 020714 N 0509.0 0114 166.97 021114 N 0518.0 0115 333.95 102913 N 0322.0 0116 651.25 110113 N 0335.0 0117 1,422.31 111513 N 0347.0 0118 353.50 111913 N 0353.0 0119 262.21 122313 N 0393.0 0120 1,648.70 092513 N 0274.0 0121 1,255.26 092613 N 0278.0 0122 147.43 020514 N 0500.0 0123 228.28 020613 N 0504.0 0124 166.97 021014 N 0513.0 0125 999.77 021914 N 0526.0 0126 2,398.32 022514 N 0534.0 0127 2,573.93 022714 N 0541.0 004 0058 2,587.21 E.W. @ F.A.(+) 022414 N 0533.0 007 0012 433.54 E.W. @ F.A.(+) 101813 N 0312.0 0013 670.01 102213 N 0313.0 0014 393.14 121313 N 0387.0 0015 629.31 122413 N 0394.0 0016 1,168.84 012814 N 0461.0 0017 667.92 020714 N 0506.0 0018 774.15 021814 N 0525.0 008 0061 3,562.42 E.W. @ F.A.(+) 020314 N 0494.0 0062 4,625.80 021914 N 0527.0 0063 2,765.54 022414 N 0532.0 009 0011 208.72 E.W. @ F.A.(+) 072513 N 0199.0 0037 98.28 102213 N 0314.0 0060 136.24 020714 N 0511.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/21/14 EST. NO. 021 TIME 01:50 PM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0061 166.98 021014 N 0512.0 0062 196.57 021114 N 0517.0 0063 344.00 103013 N 0325.0 0064 520.49 111813 N 0350.0 0065 329.33 120413 N 0373.0 0066 354.52 120613 N 0377.0 0067 345.49 120913 N 0380.0 0068 558.35 121013 N 0382.0 0069 404.92 121113 N 0384.0 0070 297.11 121613 N 0388.0 0071 678.98 123013 N 0396.0 0072 203.34 010414 N 0399.0 0073 606.41 100813 N 0292.0 0074 370.45 011614 N 0426.0 0075 263.75 012314 N 0452.0 0076 362.04 012414 N 0457.0 0077 169.23 012914 N 0466.0 0078 151.94 013014 N 0486.0 0079 201.32 020614 N 0502.0 0080 360.16 021414 N 0520.0 0081 166.98 021414 N 0521.0 0082 667.91 021714 N 0523.0 0083 667.91 021914 N 0528.0 0084 641.69 022414 N 0535.0 0085 333.96 022514 N 0537.0 0086 292.22 021814 N 0524.0 0087 591.19 022614 N 0538.0 013 0003 1,678.39 E.W. @ F.A.(+) 110113 N 0332.0 016 0010 3,643.60 E.W. @ F.A.(+) 020714 N 0510.0 0011 3,873.84 101413 N 0301.0 0012 2,073.58 101613 N 0309.0 0013 6,503.39 090913 N 0242.0 0014 5,915.44 101113 N 0299.0 0015 5,431.30 013114 N 0490.0 0016 8,454.27 020414 N 0495.0 0017 6,610.09 020614 N 0505.0 0018 1,186.61 022014 N 0530.0 0019 2,649.69 022614 N 0540.0 017 0005 2,563.84 E.W. @ F.A.(+) 111313 N 0343.0 0006 3,694.52 111413 N 0344.0 0008 1,149.66 120213 N 0367.0 0009 1,705.14 121313 N 0386.0 0010 1,372.33 021214 N 0519.0 028 0005 3,724.00 E.W. @ F.A.(+) 101413 N 0303.0 0006 5,912.80 100813 N 0293.0 031 0007 1,210.88 E.W. @ F.A.(+) 012014 N 0436.0 032 0011 317.11 E.W. @ F.A.(+) 012114 N 0444.0 0013 1,385.65 020714 N 0508.0 0014 606.83 011714 N 0432.0 0015 2,638.73 020714 N 0507.0 0016 604.23 121613 N 0522.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/21/14 EST. NO. 021 TIME 01:50 PM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 035 0001 1,814.72 E.W. @ F.A.(+) 021114 N 0514.0 0002 584.19 021114 N 0516.0 036 0002 1,532.81 E.W. @ F.A.(+) 021114 N 0515.0 046 0004 162.53 E.W. @ F.A.(+) 060614 N 0477.0 053 0001 21,680.60 E.W. @ U.P (+) 112014 N 53-010 056 0002 191,384.34 A.C. @ U.P.(+) 111814 N 56-020 357,287.77 TOTAL THIS ESTIMATE 3,386,094.07 TOTAL PREVIOUS ESTIMATE 3,743,381.84 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/21/14 EST. NO. 021 TIME 01:50 PM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2013 SOLID WS -10,000.00 011 ANNUAL 2013 SOLID WS 10,000.00 013 0.00 0.00 LABOR COMPLIANCE VIOLATION OCTOBER MISSING CPRS -5,000.00 020 OCTOBER MISSING CPRS 5,000.00 021 5,000.00 0.00 TOTAL DEDUCTIONS 5,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 LOCATION PROGRESS ESTIMATE 07-LA-5-4.0/5.8 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN NORWALK P O BOX 1489 FROM 0.4 MILE SOUTH OF SAN ANTONIO SUN VALLEY CA 91353 DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING FED. AID NO. N O N E ROADWAY WIDENING (SEG 4) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 9,500.0000 9,500.00 0.250 2,375.00 0.500 4,750 002 TEMPORARY FENCE (TYPE CL-6) LF 13.2500 214,650.00 14,680.000 194,510 003 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,300.00 119.000 595 004 CONSTRUCTION SITE MANAGEMENT LS 160,000.0000 160,000.00 0.020 3,200.00 0.440 70,400 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 27,800.00 0.000 0 007 TEMPORARY FIBER ROLL LF 2.7500 33,825.00 2,250.000 6,187.50 24,125.000 66,343 008 TEMPORARY SILT FENCE LF 3.0000 19,650.00 80.000 240.00 7,053.000 21,159 009 TEMPORARY GRAVEL BAG BERM LF 2.5000 17,000.00 60.000 150.00 573.000 1,432 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,000.0000 91,000.00 12.000 84,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 98,000.00 1.000 2,800.00 36.000 100,800 012 TEMPORARY COVER SQYD 2.5000 48,750.00 2,000.000 5,000.00 7,100.000 17,750 013 MOVE-IN/MOVE-OUT EA 525.0000 5,250.00 1.000 525 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 24,050.00 9.000 1,665.00 90.000 16,650 015 STREET SWEEPING LS 122,000.0000 122,000.00 0.020 2,440.00 0.441 53,802 016 TEMPORARY SOIL BINDER SQYD 0.2100 38,850.00 3,195.000 670.95 6,385.000 1,340 017 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 1.000 500.00 12.000 6,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 310.0000 18,910.00 0.000 0 020 TIME-RELATED OVERHEAD (WDAY) WDAY 3,460.0000 3,598,400.00 22.000 76,120.00 424.000 1,467,040 021 CONSTRUCTION AREA SIGNS LS 104,400.0000 104,400.00 0.650 67,860 022 TRAFFIC CONTROL SYSTEM LS 294,000.0000 294,000.00 0.020 5,880.00 0.440 129,360 PROGRAM CAS145 PAGE 2 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE II BARRICADE EA 40.0000 21,600.00 89.000 3,560 024 TYPE III BARRICADE EA 80.0000 16,000.00 153.000 12,240 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 64,800.00 859.000 25,770 026 PORTABLE DELINEATOR EA 18.0000 3,600.00 193.000 3,474 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,000.0000 4,000.00 0.000 0 028 TEMPORARY RAILING (TYPE K) LF 13.0500 1,357,200.00 150.000 1,957.50 49,580.000 647,019 029 TEMPORARY CRASH CUSHION MODULE EA 185.0000 125,800.00 323.000 59,755 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5300 14,151.00 6,436.000 3,411 STRIPE (HAZARDOUS WASTE) 031 NOISE MONITORING LS 3,000.0000 3,000.00 0.000 0 032 ABANDON CULVERT (LF) LF 10.0000 33,800.00 642.000 6,420 033 ABANDON INLET EA 945.0000 945.00 1.000 945 034 ABANDON SEWER MANHOLE EA 1,680.0000 1,680.00 0.000 0 035 ABANDON MANHOLE EA 1,260.0000 1,260.00 1.000 1,260 036 ABANDON SEWER LF 12.6000 31,500.00 1,885.000 23,751 037 REMOVE CHAIN LINK FENCE LF 7.3500 49,759.50 8,212.000 60,358 038 REMOVE METAL BEAM GUARD RAILING LF 14.2000 108,914.00 6,264.500 88,955 039 REMOVE DOUBLE METAL BEAM BARRIER LF 12.9000 131,580.00 2,818.000 36,352 040 REMOVE FLARED END SECTION EA 250.0000 750.00 3.000 750 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.4200 54,180.00 24,147.000 10,141 042 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 1,008.00 294.000 617 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 13,160.00 15,805.000 7,428 044 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,869.00 206.000 432 045 REMOVE PAVEMENT MARKER EA 1.0500 21,735.00 5,433.000 5,704 046 REMOVE ROADSIDE SIGN EA 131.0000 28,820.00 153.000 20,043 047 REMOVE SIGN STRUCTURE (EA) EA 3,200.0000 28,800.00 6.000 19,200 048 REMOVE CROSS GUTTER SQYD 5.9000 7,375.00 469.000 2,767 049 REMOVE PIPE (LF) LF 15.7500 122,850.00 5,197.000 81,852 PROGRAM CAS145 PAGE 3 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,470.0000 88,200.00 24.000 35,280 051 REMOVE SEWER MANHOLE EA 1,680.0000 25,200.00 14.000 23,520 052 REMOVE MANHOLE EA 1,680.0000 13,440.00 6.000 10,080 053 REMOVE RETAINING WALL (LF) LF 14.0000 18,200.00 533.000 7,462 054 REMOVE SEWER PIPE LF 12.6000 3,528.00 0.000 0 055 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 2.8000 35,560.00 1,160.000 3,248 056 RELOCATE ROADSIDE SIGN EA 290.0000 5,220.00 0.000 0 057 ADJUST INLET EA 1,470.0000 10,290.00 0.000 0 058 ADJUST MANHOLE TO GRADE EA 1,050.0000 12,600.00 3.000 3,150 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 7,200.00 29.000 232 060 REMOVE CONCRETE (CY) CY 65.0000 109,200.00 611.220 39,729 061 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQYD 3.6500 54,750.00 200.000 730.00 8,206.000 29,951 062 REMOVE CONCRETE (CURB AND GUTTER) LF 1.8000 106,560.00 200.000 360.00 26,302.000 47,343 063 REMOVE CONCRETE (CHANNEL) SQYD 7.5000 20,700.00 2,144.000 16,080 064 REMOVE CONCRETE BARRIER LF 5.0000 5,550.00 1,710.000 8,550 065 REMOVE SOUND WALL (LF) LF 8.9000 87,309.00 7,334.000 65,272 066 CAP INLET EA 1,260.0000 21,420.00 1.000 1,260 067 BRIDGE REMOVAL, LOCATION A LS 147,200.0000 147,200.00 0.000 0 068 BRIDGE REMOVAL, LOCATION B LS 149,300.0000 149,300.00 0.000 0 069 BRIDGE REMOVAL, LOCATION C LS 175,600.0000 175,600.00 0.000 0 070 CLEARING AND GRUBBING (LS) LS 396,000.0000 396,000.00 0.800 316,800 071 ROADWAY EXCAVATION CY 11.4500 1,060,270.00 779.000 8,919.55 47,293.000 541,504 072 ROADWAY EXCAVATION (TYPE Y-1) CY 12.5000 15,625.00 1,250.000 15,625 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 12.5000 10,750.00 0.000 0 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 7,875.0000 7,875.00 1.000 7,875 075 ADL BURIAL LOCATION REPORT LS 12,500.0000 12,500.00 0.000 0 076 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 317,680.00 4,928.000 108,416 (F) PROGRAM CAS145 PAGE 4 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BOX CULVERT) CY 11.7000 69,790.50 2,521.000 29,495 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.5500 271,544.70 1,843.000 17,600.65 27,294.000 260,657 (F) 079 STRUCTURE EXCAVATION (TYPE Y-1) CY 18.4000 285,181.60 13,125.000 241,500 (F) (AERIALLY DEPOSITED LEAD) 080 STRUCTURE EXCAVATION (TYPE Y-2) CY 19.4000 358,764.20 500.000 9,700.00 6,030.000 116,982 (F) (AERIALLY DEPOSITED LEAD) 081 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 871,500.00 9,675.000 338,625 (F) 082 STRUCTURE BACKFILL (BOX CULVERT) CY 53.6000 128,532.80 875.600 46,932 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 19.4000 2,171,733.00 397.000 7,701.80 40,327.000 782,343 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING CY 71.0000 591,714.00 30.000 2,130.00 2,727.000 193,617 (F) WALL) 085 SLURRY CEMENT BACKFILL CY 95.0000 136,895.00 297.800 28,291 (F) 086 IMPORTED BORROW (CY) CY 5.0500 2,338,150.00 4,014.000 20,270.70 260,311.000 1,314,570 087 HIGHWAY PLANTING LS 185,500.0000 185,500.00 0.000 0 088 IMPORTED TOPSOIL (CY) CY 40.0000 31,600.00 0.000 0 089 ROCK BLANKET SQYD 71.4000 365,568.00 0.000 0 090 COMPOST (INCORPORATE) SQYD 5.2500 6,510.00 0.000 0 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0900 7,020.00 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 31,500.0000 31,500.00 0.160 5,040.00 0.860 27,090 093 PLANT ESTABLISHMENT WORK LS 78,750.0000 78,750.00 0.000 0 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 31,500.0000 31,500.00 0.160 5,040.00 0.860 27,090 095 IRRIGATION SYSTEM LS 432,400.0000 432,400.00 0.182 78,696 096 3" SUPPLY LINE (BRIDGE) LF 76.5000 61,200.00 310.000 23,715 097 IRRIGATION SLEEVE LF 26.2500 39,637.50 377.500 9,909 098 4" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 3,300.00 0.000 0 (SUPPLY LINE) 099 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 78.7500 37,800.00 0.000 0 PIPE 100 8" CORRUGATED HIGH DENSITY LF 105.0000 7,350.00 0.000 0 POLYETHYLENE PIPE CONDUIT 101 CLASS 3 AGGREGATE BASE (CY) CY 22.3000 2,033,760.00 19,997.000 445,933 102 LEAN CONCRETE BASE CY 98.7500 6,675,500.00 15,854.410 1,565,622 103 LEAN CONCRETE BASE CY 315.0000 44,100.00 0.000 0 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 5 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 72.2000 3,739,960.00 19,033.540 1,374,221 105 DATA CORE LS 5,000.0000 5,000.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 2,160.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 4,680.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 8,220.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 2,820.00 0.000 0 110 PLACE HOT MIX ASPHALT SQYD 14.1500 19,102.50 118.000 1,669 (MISCELLANEOUS AREA) 111 JOINTED PLAIN CONCRETE PAVEMENT CY 134.9000 11,223,680.00 -38.000 -5,126.20 11,861.470 1,600,112 112 JOINTED PLAIN CONCRETE PAVEMENT CY 336.0000 87,360.00 0.000 0 (RAPID STRENGTH CONCRETE) 113 SEAL PAVEMENT JOINT LF 2.5700 465,170.00 0.000 0 114 SEAL ISOLATION JOINT LF 9.1000 254,800.00 0.000 0 115 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.0500 72,660.00 14,335.000 15,051 116 FURNISH STEEL PILING (HP 14 X 89) LF 45.1500 3,191,608.35 26,099.000 1,178,369 117 DRIVE STEEL PILE (HP 14 X 89) EA 735.0000 816,585.00 440.000 323,400 118 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 39.0500 3,612,203.10 39,390.000 1,538,179 119 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 324.4500 588,876.75 765.000 248,204 120 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 769.6500 755,026.65 327.000 251,675 121 FURNISH PILING (CLASS 90) LF 26.2500 6,530,632.50 9,702.500 254,690.63 157,926.500 4,145,570 (ALTERNATIVE X) 122 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 758.0000 5,501,564.00 668.000 506,344.00 6,087.000 4,613,946 123 FURNISH PILING (CLASS 140) LF 26.2500 230,422.50 1,311.500 34,426.88 5,159.500 135,436 (ALTERNATIVE X) 124 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 758.0000 169,034.00 76.000 57,608.00 202.000 153,116 125 16" CAST-IN-DRILLED-HOLE CONCRETE LF 47.4500 247,689.00 3,975.000 188,613 PILING (SOUND WALL) 126 24" CAST-IN-DRILLED-HOLE CONCRETE LF 43.0500 1,851.15 0.000 0 PILING (SOUND WALL) 127 PRESTRESSING CAST-IN-PLACE CONCRETE LS 293,000.0000 293,000.00 0.300 87,900 128 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 788,000.00 1,413.000 282,600 (F) 129 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 6,300,000.00 4,732.700 2,129,715 (F) 130 STRUCTURAL CONCRETE, RETAINING WALL CY 248.0000 10,074,256.00 3,800.000 942,400.00 23,605.000 5,854,040 (F) PROGRAM CAS145 PAGE 6 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB CY 545.0000 992,990.00 51.000 27,795.00 283.000 154,235 (F) (TYPE N) 132 STRUCTURAL CONCRETE, BOX CULVERT CY 532.0000 712,880.00 831.500 442,358 133 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 1,023,120.00 268.900 338,814 (F) 134 MINOR CONCRETE (BACKFILL) CY 137.0000 84,940.00 458.500 62,814 135 MINOR CONCRETE (SOUND WALL) CY 1,250.0000 3,750.00 0.000 0 136 PILASTER SOUND WALL CY 1,102.0000 325,090.00 115.250 127,005 (F) 137 ARCHITECTURAL TEXTURE SQFT 2.9600 871,039.20 18,048.000 53,422.08 119,954.000 355,063 (F) (SPLIT SLATE - FRACTURED RIB) 138 ARCHITECTURAL TREATMENT SQFT 80.5500 1,698,799.50 7,794.000 627,806 (F) (SUNRAY - SPLIT SLATE) 139 ARCHITECTURAL TEXTURE (SPLIT SLATE) SQFT 10.3000 168,765.50 6,200.000 63,860 (F) 140 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,955.0000 143,730.00 6.000 143,730 BULB-TEE GIRDER (80'-90') 141 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,925.0000 1,561,650.00 14.000 376,950 BULB-TEE GIRDER (90'-100') 142 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,750.0000 139,000.00 4.000 139,000 BULB-TEE GIRDER (110'-120') 143 FURNISH PRECAST PRESTRESSED CONCRETE EA 63,500.0000 1,270,000.00 7.000 444,500 WIDE-FLANGE GIRDER (L=158') 144 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 176,000.00 31.000 62,000 GIRDER 145 SOUND WALL (MASONRY BLOCK) SQFT 11.1500 2,862,082.35 92,561.460 1,032,060 (F) 146 JOINT SEAL (MR 1") LF 68.2500 96,915.00 0.000 0 147 JOINT SEAL (MR 2") LF 89.2500 43,911.00 0.000 0 148 BAR REINFORCING STEEL (BRIDGE) LB 0.8800 3,569,720.00 1,819,485.000 1,601,146 (F) 149 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8600 6,023,179.42 676,540.000 581,824.40 4,269,010.000 3,671,348 (F) 150 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8800 182,522.56 124,348.000 109,426 (F) 151 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.7000 55,460.00 0.000 0 WITH WALKWAY) 152 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.8500 21,830.00 0.000 0 WITH WALKWAY) 153 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.4000 77,830.20 7,432.000 40,132 (F) 154 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.3800 19,889.94 7,432.000 10,256 (F) 155 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0800 893,254.80 54,949.000 224,191 (F) 156 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 56,923.10 53,949.000 14,026 (F) 157 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.4500 23,409.00 546.700 7,899 PROGRAM CAS145 PAGE 7 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0500 20,284.00 83.100 1,915 159 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 21.6500 4,113.50 0.000 0 160 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2000 9,486.00 0.000 0 (0.063"-UNFRAMED) 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1000 2,886.00 0.000 0 (0.080"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 2,475.00 0.000 0 (0.063"-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,360.00 0.000 0 (0.080"-FRAMED) 164 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 440.0000 22,880.00 26.000 11,440 (SIGN FOUNDATION) 165 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 505.0000 70,700.00 23.000 11,615 (SIGN FOUNDATION) 166 METAL (BARRIER/WALL MOUNTED SIGN) LB 16.0000 29,120.00 0.000 0 167 ROADSIDE SIGN - ONE POST (METAL) EA 465.0000 60,450.00 0.000 0 168 ROADSIDE SIGN - ONE POST EA 425.0000 14,875.00 0.000 0 169 ROADSIDE SIGN - TWO POST EA 950.0000 10,450.00 0.000 0 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 1,350.00 0.000 0 METHOD) 171 INSTALL SIGN PANEL ON SOUND WALL EA 150.0000 600.00 0.000 0 172 INSTALL BRIDGE MOUNTED VERTICAL EA 750.0000 4,500.00 0.000 0 CLEARANCE SIGN 173 PAINT CURB (2-COAT) SQFT 8.0000 880.00 0.000 0 174 10" PLASTIC PIPE LF 26.2500 4,200.00 158.000 4,147 175 12" REINFORCED CONCRETE PIPE LF 58.0000 129,340.00 1,258.800 73,010 176 15" REINFORCED CONCRETE PIPE LF 67.0000 69,010.00 445.000 29,815 177 18" REINFORCED CONCRETE PIPE LF 48.5000 297,790.00 2,797.150 135,661 178 24" REINFORCED CONCRETE PIPE LF 56.5000 444,090.00 2,307.400 130,368 179 30" REINFORCED CONCRETE PIPE LF 79.0000 285,190.00 1,798.000 142,042 180 78" REINFORCED CONCRETE PIPE LF 361.0000 480,130.00 1,306.000 471,466 181 JACKED 24" REINFORCED CONCRETE PIPE LF 520.0000 910,000.00 0.000 0 (CLASS II) 182 18" CORRUGATED STEEL PIPE (.109" THICK) LF 45.0000 38,250.00 481.000 21,645 183 18" SLOTTED CORRUGATED STEEL PIPE LF 62.0000 66,960.00 261.500 16,213 (.168" THICK) 184 24" SLOTTED CORRUGATED STEEL PIPE LF 74.5000 31,290.00 0.000 0 (.079" THICK) PROGRAM CAS145 PAGE 8 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 18" CORRUGATED STEEL PIPE RISER LF 116.0000 6,380.00 20.000 2,320 (.168" THICK) 186 30" CORRUGATED STEEL PIPE RISER LF 330.0000 6,270.00 0.000 0 (.079" THICK) 187 12" WELDED STEEL PIPE (.250" THICK) LF 87.0000 13,050.00 144.000 12,528 188 18" STEEL FLARED END SECTION EA 210.0000 1,890.00 0.000 0 189 12" AUTOMATIC DRAINAGE GATE EA 1,575.0000 1,575.00 1.000 1,575 190 36" PRECAST CONCRETE PIPE MANHOLE LF 1,260.0000 122,220.00 67.420 84,949 191 8" CLAY SEWER PIPE LF 75.5000 207,625.00 1,381.450 104,299 192 6" SEWER PIPE (LATERAL) LF 195.5000 76,245.00 0.000 0 193 SEWER MANHOLE FRAME AND COVER EA 840.0000 15,960.00 13.000 10,920 194 CONCRETE SEWER MANHOLE EA 5,040.0000 95,760.00 17.000 85,680 195 ROCK SLOPE PROTECTION CY 150.0000 3,000.00 0.000 0 (FACING, METHOD B) (CY) 196 SLOPE PAVING (SUNRAY - SPLIT SLATE) SQFT 29.1000 360,840.00 0.000 0 (F) 197 GABION CY 200.0000 5,000.00 0.000 0 198 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 840.00 0.000 0 199 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 370.0000 1,376,400.00 1,410.260 521,796 AND DRIVEWAY) 200 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0500 181,185.00 0.000 0 201 MINOR CONCRETE (CURB RAMP) CY 532.0000 106,400.00 60.460 32,164 202 MISCELLANEOUS IRON AND STEEL LB 1.4500 173,799.90 23,717.000 34,389 (F) 203 MISCELLANEOUS METAL (BRIDGE) LB 5.5000 102,080.00 0.000 0 (F) 204 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 133,020.00 4,770.000 28,620 (F) 205 CHAIN LINK FENCE (TYPE CL-6) LF 37.8000 38,178.00 0.000 0 206 INSTALL MEDIAN MILEAGE PANEL EA 150.0000 3,000.00 0.000 0 207 METAL BEAM GUARD RAILING LF 25.2000 10,584.00 0.000 0 208 VEGETATION CONTROL (MINOR CONCRETE) SQYD 33.0000 5,610.00 0.000 0 209 CABLE RAILING LF 26.7000 1,254.90 47.000 1,254 (F) 210 TRANSITION RAILING (TYPE WB) EA 3,875.0000 7,750.00 0.000 0 211 RAIL TENSIONING ASSEMBLY EA 331.0000 331.00 2.000 662 PROGRAM CAS145 PAGE 9 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 END CAP (TYPE TC) EA 150.0000 300.00 0.000 0 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 447.0000 894.00 0.000 0 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,705.0000 3,705.00 0.000 0 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,015.0000 3,015.00 0.000 0 216 CRASH CUSHION (REACT 9CBB) EA 56,980.0000 56,980.00 1.000 56,980 217 CONCRETE BARRIER (TYPE 60C) LF 144.0000 46,080.00 175.000 25,200 218 CONCRETE BARRIER (TYPE 60D) LF 55.0000 33,550.00 603.000 33,165 219 CONCRETE BARRIER (TYPE 60G) LF 52.0000 239,200.00 0.000 0 220 CONCRETE BARRIER (TYPE 60GE) LF 275.0000 74,250.00 0.000 0 221 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 103.0000 87,550.00 0.000 0 (F) 222 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 108.0000 475,200.00 0.000 0 223 CONCRETE BARRIER (TYPE 736A) LF 70.7000 20,432.30 289.000 20,432 (F) 224 CONCRETE BARRIER (TYPE 736B) LF 70.6500 41,683.50 606.000 42,813 225 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 102.9500 172,956.00 0.000 0 226 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 101.3000 17,221.00 48.000 4,862 227 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 96.2500 141,487.50 1,196.000 115,115 228 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 96.1000 59,870.30 459.000 44,109 (F) 229 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 78.1000 80,443.00 606.000 47,328 (F) 230 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 115.7000 31,239.00 216.000 24,991 (F) 231 CONCRETE BARRIER (TYPE 736A MODIFIED 2) LF 68.5000 1,168,473.00 5,598.000 383,463 (F) 232 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 33,496.00 0.000 0 233 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5800 11,455.00 0.000 0 234 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 157.50 0.000 0 (BROKEN 12-3) 235 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 56,304.00 0.000 0 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 233.60 0.000 0 (BROKEN 6-1) 237 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 22,496.00 0.000 0 (BROKEN 36-12) 238 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 5,587.00 0.000 0 (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3700 102,120.00 94,514.000 34,970 240 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 4,945.50 1,544.000 4,863 241 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5800 23,542.00 2,940.000 4,645 242 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6800 29,660.80 1,647.000 6,060 243 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.650 3,412 SYSTEM ELEMENTS DURING CONSTRUCTION 244 SIGNAL AND LIGHTING (TEMPORARY) LS 52,500.0000 52,500.00 0.000 0 245 SIGNAL AND LIGHTING (LOCATION 2) LS 257,250.0000 257,250.00 0.520 133,770 246 SIGNAL AND LIGHTING (LOCATION 3) LS 204,750.0000 204,750.00 0.326 66,748 247 LIGHTING (TEMPORARY) LS 147,000.0000 147,000.00 0.240 35,280 248 LIGHTING (CITY STREET) LS 393,750.0000 393,750.00 0.004 1,575.00 0.105 41,343 249 LIGHTING AND SIGN ILLUMINATION LS 433,650.0000 433,650.00 0.411 178,230 250 INTERCONNECTION CONDUIT AND CABLE (LS) LS 21,000.0000 21,000.00 0.263 5,523 251 TEMPORARY COMMUNICATION SYSTEM LS 12,600.0000 12,600.00 0.000 0 252 MODIFY COMMUNICATION SYSTEM LS 630,000.0000 630,000.00 0.466 293,580 253 WORK AT NORWALK HUB BUILDING AND LS 10,500.0000 10,500.00 0.000 0 LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER 254 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 47.2500 76,545.00 370.000 17,482.50 1,790.000 84,577 (F) 255 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 15,750.0000 15,750.00 0.333 5,244 256 ELECTRIC SERVICE (IRRIGATION) LS 39,375.0000 39,375.00 0.656 25,830 257 TRAFFIC MONITORING STATION LS 239,400.0000 239,400.00 0.005 1,197.00 0.612 146,512 258 RAMP METERING SYSTEM LS 152,250.0000 152,250.00 0.242 36,844 259 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 198,975.0000 198,975.00 0.478 95,110 260 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 241,500.0000 241,500.00 0.014 3,381.00 0.195 47,092 261 MODIFY SIGNAL LS 15,855.0000 15,855.00 0.138 2,187 262 MODIFY LIGHTING AND SIGN ILLUMINATION LS 21,000.0000 21,000.00 0.099 2,079 263 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 33,600.0000 33,600.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 01:50 PM ESTIMATE NO. 021 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,663,698.94 48,441,295.77 ADJUSTMENT OF COMPENSATION 191,384.34 2,169,289.37 EXTRA WORK 165,903.43 1,574,092.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,020,986.71 52,184,677.61 264 MOBILIZATION LS 2,910,000.0000 2,910,000.00 0.950 2,764,500 ORIGINAL CONTRACT AMOUNT 120,778,977.17 TOTAL WORK COMPLETED 3,020,986.71 54,949,177.61 MATERIALS ON HAND ON SITE 2,247,534.09 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 0.00 TOTAL 3,025,986.71 57,196,711.70 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/18/12 1290 02/19/13 00/00/00 05/16/17 424 0 0 0 44% 33% PROGRESS IS SATISFACTORY SAKER, GEORGE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/14