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 03/01/16 EST. NO. 059 TIME 10:47 AM R.E. NAME: PIRZADEH, BEHROOZ 12-071624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 089 0001 1,047,680.51 A.C. @ L.S.(+) 021616 N 1 0 1,047,680.51 TOTAL THIS ESTIMATE 4,986,190.45 TOTAL PREVIOUS ESTIMATE 6,033,870.96 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 03/01/16 EST. NO. 059 TIME 10:47 AM R.E. NAME: PIRZADEH, BEHROOZ 12-071624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CLAIM RESPONSE -4,600.00 016 AGGREGATE OUT OF CC -651.75 018 AGGREGATE OUT OF CC -2,250.00 018 CV OUT OF CC CTI51 -767.25 020 CV OUT OF CC-BR231 -693.00 020 LATE REOPENING CTI49 -8,960.00 020 AGGREGATE OUT OF CC -715.50 024 CLAIM RESPONSE 4,600.00 026 CLAIM RESPONSE -545.45 039 CLAIM RESPONSE -790.00 040 CLAIM RESPONSE 545.45 042 CLAIM RESPONSE 790.00 042 AGG OUT OF CC-BR415 -257.40 044 OH SIGN 41 ANOMALY -873.00 047 CITY OF SB CLAIM -260,359.29 054 CITY OF SB CLAIM 260,359.29 057 0.00 -15,167.90 LABOR COMPLIANCE VIOLATION CA GRINDING/CNT SWEP -1,000.00 004 CA GRINDING/CNT SWEP 1,000.00 005 CMV ELEC/ECO LOGIC -10,000.00 005 CMV ELEC/ECO LOGIC 10,000.00 007 ATKINS -5,000.00 025 VARIOUS LTR. 9/27/12 -10,000.00 026 VARIOUS LTRS. EST.26 10,000.00 027 ATKINSON 5,000.00 030 0.00 0.00 TOTAL DEDUCTIONS 0.00 -15,167.90 PROGRAM CAS145 PAGE 1 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 LOCATION FINAL ESTIMATE 12-ORA-22-R0.7/R0.9 -------------- ATKINSON CONSTRUCTION IN ORANGE COUNTY AT VARIOUS 18201 VON KARMAN AVE., STE800 LOCATIONS IRVINE, CA 92612 FED. AID NO. ARRA-X059(51)N ,L-X059(51)N ,CMLN-6212(13) WIDEN FREEWAY AND CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 1.000 6,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,700.0000 3,402,000.00 1,483.000 4,004,100 004 TEMPORARY SUPPORT LS 45,000.0000 45,000.00 1.000 45,000 005 TEMPORARY DRAINAGE FACILITIES LS 100,000.0000 100,000.00 1.000 100,000 006 CONSTRUCTION SITE MANAGEMENT LS 120,000.0000 120,000.00 1.000 120,000 007 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000 PREVENTION PLAN 008 TEMPORARY MULCH SQYD 1.4500 14,500.00 0.000 0 009 TEMPORARY FIBER ROLL LF 2.0000 118,800.00 45,823.000 91,646 010 TEMPORARY SILT FENCE LF 1.2000 28,680.00 18,164.000 21,796 011 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 012 TEMPORARY CONSTRUCTION ENTRANCE EA 725.0000 24,650.00 26.000 18,850 013 TEMPORARY CHECK DAM LF 2.0000 11,660.00 4,373.000 8,746 014 MOVE-IN/MOVE-OUT EA 400.0000 3,200.00 6.000 2,400 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 75.0000 30,750.00 308.000 23,100 016 STREET SWEEPING LS 210,000.0000 210,000.00 1.000 210,000 017 CONSTRUCTION AREA SIGNS LS 300,000.0000 300,000.00 1.000 300,000 018 TRAFFIC CONTROL SYSTEM LS 700,000.0000 700,000.00 1.000 700,000 019 TYPE III BARRICADE EA 80.0000 560.00 7.000 560 020 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 6,540.00 4,063.500 8,127 021 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 319,050.00 812,275.000 365,523 022 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 39,550.00 1,202.000 42,070 PROGRAM CAS145 PAGE 2 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 49,000.0000 49,000.00 1.000 49,000 024 TEMPORARY RAILING (TYPE K) LF 8.0000 799,200.00 100,306.000 802,448 025 TEMPORARY CRASH CUSHION MODULE EA 140.0000 99,400.00 657.000 91,980 026 TEMPORARY TRAFFIC SCREEN LF 2.0000 146,800.00 55,784.000 111,568 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.1500 664.50 5,537.000 830 (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 13.0000 7,540.00 577.600 7,508 029 ABANDON INLET EA 1,350.0000 9,450.00 6.000 8,100 030 REMOVE CHAIN LINK FENCE LF 7.0000 59,290.00 8,214.000 57,498 031 REMOVE METAL BEAM GUARD RAILING LF 8.0000 35,120.00 7,514.000 60,112 032 REMOVE IRRIGATION FACILITY LS 23,200.0000 23,200.00 1.000 23,200 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.1500 4,605.00 38,370.000 5,755 034 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 500.00 278.000 556 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 31,350.00 161,793.000 24,268 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,920.00 1,200.000 2,400 037 REMOVE PAVEMENT MARKER EA 0.5000 7,800.00 18,119.000 9,059 038 REMOVE ROADSIDE SIGN EA 200.0000 22,000.00 110.000 22,000 039 REMOVE SIGN STRUCTURE EA 7,000.0000 63,000.00 9.000 63,000 040 REMOVE CULVERT LF 7.5000 117,000.00 15,600.000 117,000 041 REMOVE CONCRETE APRON EA 710.0000 11,360.00 16.000 11,360 042 REMOVE INLET EA 735.0000 67,620.00 92.000 67,620 043 REMOVE HEADWALL CY 635.0000 19,050.00 24.340 15,455 044 REMOVE CONCRETE PAVEMENT SQYD 4.5000 172,350.00 44,855.090 201,847 045 SALVAGE METAL BRIDGE RAILING LF 12.0000 23,676.00 1,938.000 23,256 046 RECONSTRUCT CHAIN LINK FENCE LF 60.0000 2,400.00 40.000 2,400 047 RELOCATE ROADSIDE SIGN EA 375.0000 1,125.00 3.000 1,125 048 ADJUST INLET EA 2,400.0000 7,200.00 3.000 7,200 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.5000 18,525.00 2,912.000 21,840 PROGRAM CAS145 PAGE 3 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 4.0000 42,400.00 10,907.000 43,628 051 REMOVE CONCRETE SIDEWALK SQFT 1.0000 6,140.00 6,140.000 6,140 052 REMOVE CONCRETE (CHANNEL) CY 61.0000 40,870.00 487.700 29,749 053 REMOVE CONCRETE BARRIER LF 8.0000 75,680.00 9,617.000 76,936 054 REMOVE CONCRETE (MISCELLANEOUS) SQFT 41.5000 1,162.00 28.000 1,162 055 CAP INLET EA 2,500.0000 12,500.00 6.000 15,000 056 REMOVE UTILITY WOOD POLES EA 640.0000 9,600.00 15.000 9,600 057 REMOVE CRASH CUSHION (SAND FILLED) EA 1,200.0000 1,200.00 1.000 1,200 058 BRIDGE REMOVAL, LOCATION A LS 190,000.0000 190,000.00 1.000 190,000 059 BRIDGE REMOVAL, LOCATION B LS 260,000.0000 260,000.00 1.000 260,000 060 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000 061 DEVELOP WATER SUPPLY LS 115,000.0000 115,000.00 1.000 115,000 062 ROADWAY EXCAVATION CY 29.5000 5,398,500.00 228,509.960 6,741,043 063 ROADWAY EXCAVATION (TYPE Z-3) CY 122.0000 251,320.00 562.400 68,612 (AERIALLY DEPOSITED LEAD) 064 ROADWAY EXCAVATION (TYPE Y-1) CY 7.0000 91,700.00 14,166.000 99,162 (AERIALLY DEPOSITED LEAD) 065 ROADWAY EXCAVATION (TYPE Y-2) CY 8.0000 13,680.00 1,745.000 13,960 (AERIALLY DEPOSITED LEAD) 066 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000 067 STRUCTURE EXCAVATION (BRIDGE) CY 28.0000 306,628.00 10,951.000 306,628 (F) 068 LIGHTWEIGHT FILL CY 47.0000 643,195.00 13,965.000 656,355 (F) (CELLULAR CONCRETE - 42 PCF) 069 LIGHTWEIGHT FILL CY 34.0000 1,764,396.00 52,902.000 1,798,668 (F) (CELLULAR CONCRETE - 30 PCF) 070 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 14,880.00 744.000 14,880 (F) 071 STRUCTURE BACKFILL (BRIDGE) CY 57.0000 409,317.00 7,181.000 409,317 (F) 072 BACKFILL (SLURRY CEMENT) CY 113.0000 25,990.00 228.450 25,814 073 STRUCTURE BACKFILL (RETAINING WALL) CY 38.0000 19,798.00 521.000 19,798 (F) 074 PERVIOUS BACKFILL MATERIAL (RETAINING CY 75.0000 4,275.00 57.000 4,275 (F) WALL) 075 SAND BACKFILL CY 55.0000 3,850.00 1,600.000 88,000 076 DITCH EXCAVATION CY 6.0000 6,480.00 1,072.000 6,432 PROGRAM CAS145 PAGE 4 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRECAST CONCRETE WALL SQFT 34.0000 1,769,462.00 50,667.000 1,722,678 (F) 078 IMPORTED BORROW CY 8.0000 856,000.00 107,170.540 857,364 079 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000 080 EROSION CONTROL (HYDROSEED) SEED SQFT 0.0600 36,780.00 694,574.000 41,674 TYPE 1 081 EROSION CONTROL (HYDROSEED) SEED SQFT 0.0700 21,770.00 236,439.000 16,550 TYPE 2 082 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 1,200.00 3.000 1,200 083 MAINTAIN EXISTING PLANTED AREAS LS 75,000.0000 75,000.00 1.000 75,000 084 MAINTAIN EXISTING IRRIGATION FACILITIES LS 44,000.0000 44,000.00 1.000 44,000 085 IRRIGATION SYSTEM LS 54,000.0000 54,000.00 1.000 54,000 086 3" WATER SUPPLY LINE (BRIDGE) LF 90.0000 38,340.00 426.000 38,340 087 8" CORRUGATED HIGH DENSITY LF 68.0000 36,040.00 652.000 44,336 POLYETHYLENE PIPE CONDUIT 088 8" WELDED STEEL PIPE CONDUIT LF 740.0000 47,360.00 80.000 59,200 (.250" THICK) 089 EXTEND 8" CONDUIT LF 280.0000 6,160.00 11.000 3,080 090 CLASS 2 AGGREGATE BASE CY 32.0000 518,400.00 22,012.880 704,412 091 LEAN CONCRETE BASE CY 100.0000 1,480,000.00 14,043.050 1,404,305 092 HOT MIX ASPHALT TON 74.0000 1,827,800.00 34,020.610 2,517,525 093 DATA CORE LS 2,100.0000 2,100.00 0.000 0 094 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.6500 693.00 420.000 693 095 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6500 561.00 750.000 1,237 096 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5500 8,556.00 5,747.500 8,908 097 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 7,035.00 4,690.000 7,035 098 PLACE HOT MIX ASPHALT SQYD 5.2500 20,265.00 3,918.800 20,573 (MISCELLANEOUS AREA) 099 TACK COAT TON 450.0000 9,900.00 22.720 10,224 100 JOINTED PLAIN CONCRETE PAVEMENT CY 113.0000 3,344,800.00 31,848.090 3,598,834 101 CONCRETE PAVEMENT CY 440.0000 123,200.00 350.000 154,000 (RAPID STRENGTH CONCRETE - RAMP TERMINI) 102 SEAL PAVEMENT JOINT LF 2.0000 214,000.00 107,000.000 214,000 103 SEAL LONGITUDINAL ISOLATION JOINT LF 4.5000 139,950.00 32,759.000 147,415 PROGRAM CAS145 PAGE 5 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH STEEL PILING (HP 14 X 117) LF 50.0000 297,300.00 5,896.000 294,800 105 DRIVE STEEL PILE (HP 14 X 117) EA 600.0000 69,600.00 116.000 69,600 106 FURNISH PILING (CLASS 200) LF 28.0000 756,168.00 26,708.460 747,836 (ALTERNATIVE X) 107 DRIVE PILE (CLASS 200) EA 600.0000 236,400.00 393.000 235,800 (ALTERNATIVE X) 108 FURNISH 48" CAST-IN-STEEL SHELL LF 255.0000 2,603,295.00 10,206.500 2,602,657 CONCRETE PILING 109 DRIVE 48" CAST-IN-STEEL SHELL CONCRETE EA 18,925.0000 2,043,900.00 108.000 2,043,900 PILE 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 111 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 120.0000 524,280.00 4,369.000 524,280 (F) 112 STRUCTURAL CONCRETE, BRIDGE CY 440.0000 7,245,920.00 16,468.000 7,245,920 (F) 113 STRUCTURAL CONCRETE, RETAINING WALL CY 490.0000 91,630.00 187.000 91,630 (F) 114 STRUCTURAL CONCRETE, BARRIER SLAB CY 465.0000 683,550.00 1,416.000 658,440 (F) 115 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 253,800.00 564.000 253,800 (F) (TYPE N) 116 CLASS 1 CONCRETE (BOX CULVERT) CY 600.0000 228,000.00 405.100 243,060 (F) 117 MINOR CONCRETE (MINOR STRUCTURE) CY 1,250.0000 543,750.00 450.230 562,787 (F) 118 MINOR CONCRETE (BACKFILL) CY 75.0000 203,250.00 1,744.700 130,852 119 ARCHITECTURAL TREATMENT SQFT 20.0000 101,280.00 5,064.000 101,280 (F) 120 PTFE BEARING EA 4,867.0000 73,005.00 15.000 73,005 121 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 350.0000 91,700.00 276.000 96,600 122 JOINT SEAL ASSEMBLY (MR 6") LF 785.0000 228,435.00 291.000 228,435 123 JOINT SEAL ASSEMBLY (MR 9") LF 1,375.0000 82,500.00 60.000 82,500 124 BAR REINFORCING STEEL LB 1.2000 1,526.40 1,010.000 1,212 (F) 125 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 3,080,203.50 6,160,407.000 3,080,203 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 18,603.00 31,005.000 18,603 (F) 127 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8000 49,972.80 62,466.000 49,972 (F) 128 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 1,164,150.00 388,050.000 1,164,150 (F) 129 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 116,415.00 388,050.000 116,415 (F) 130 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 12.0000 60,000.00 5,000.000 60,000 PROGRAM CAS145 PAGE 6 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 700.00 35.000 700 132 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 10,000.00 500.000 10,000 (2 1/2"-TYPE B) 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 7,560.00 840.000 7,560 (0.063"-UNFRAMED) 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 7,600.00 760.000 7,600 (0.080"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,440.00 120.000 1,440 (0.063"-FRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 9,800.00 490.000 9,800 (0.080"-FRAMED) 137 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 660.0000 283,800.00 408.000 269,280 (SIGN FOUNDATION) 138 METAL (BARRIER MOUNTED SIGN) LB 8.0000 6,800.00 850.000 6,800 139 METAL (SOUND WALL MOUNTED SIGN) LB 10.0000 4,900.00 485.000 4,850 140 ROADSIDE SIGN - ONE POST EA 300.0000 18,900.00 63.000 18,900 141 ROADSIDE SIGN - TWO POST EA 1,200.0000 24,000.00 20.000 24,000 142 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,300.00 22.000 3,300 METHOD) 143 INSTALL ROADSIDE SIGN EA 1,400.0000 4,200.00 3.000 4,200 (LAMINATED WOOD BOX POST) 144 18" ALTERNATIVE PIPE CULVERT LF 35.0000 60,200.00 1,381.800 48,363 145 24" ALTERNATIVE PIPE CULVERT LF 55.0000 482,350.00 8,751.600 481,338 146 30" ALTERNATIVE PIPE CULVERT LF 95.0000 16,150.00 165.000 15,675 147 36" ALTERNATIVE PIPE CULVERT LF 70.0000 437,500.00 6,144.600 430,122 148 24" REINFORCED CONCRETE PIPE LF 75.0000 9,750.00 140.000 10,500 149 30" REINFORCED CONCRETE PIPE LF 83.0000 6,640.00 78.000 6,474 150 GRATED LINE DRAIN LF 45.0000 164,250.00 3,788.300 170,473 151 WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 12,800.00 80.000 12,800 152 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 12,800.00 86.000 13,760 153 18" ALTERNATIVE FLARED END SECTION EA 570.0000 570.00 1.000 570 154 24" ALTERNATIVE FLARED END SECTION EA 610.0000 2,440.00 4.000 2,440 155 30" ALTERNATIVE FLARED END SECTION EA 1,160.0000 1,160.00 1.000 1,160 156 36" PRECAST CONCRETE PIPE INLET LF 300.0000 24,000.00 60.800 18,240 157 CONCRETE ENCASEMENT CY 1,200.0000 14,400.00 6.320 7,584 PROGRAM CAS145 PAGE 7 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROCK SLOPE PROTECTION CY 120.0000 14,400.00 118.000 14,160 (FACING, METHOD B) 159 CONCRETE (DITCH LINING) CY 315.0000 18,900.00 60.000 18,900 160 SLOPE PAVING (CONCRETE) CY 485.0000 76,145.00 157.000 76,145 (F) 161 ROCK SLOPE PROTECTION FABRIC SQYD 11.0000 3,630.00 320.900 3,529 162 MINOR CONCRETE (CURB) CY 300.0000 75,000.00 280.660 84,198 163 MINOR CONCRETE (MISCELLANEOUS CY 300.0000 30,000.00 120.660 36,198 CONSTRUCTION) 164 MINOR CONCRETE (SIDEWALK) CY 300.0000 30,000.00 98.000 29,400 165 MINOR CONCRETE (EXPOSED ROCK CONCRETE) SQYD 50.0000 275,000.00 5,451.020 272,551 166 MINOR CONCRETE (CURB RAMP) CY 2,150.0000 10,750.00 5.000 10,750 167 MISCELLANEOUS IRON AND STEEL LB 1.0000 110,215.00 112,429.000 112,429 (F) 168 MISCELLANEOUS METAL LB 9.0000 114,048.00 12,672.000 114,048 (F) (RESTRAINER - CABLE TYPE) 169 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 9,705.00 1,941.000 9,705 (F) 170 8" DUCTILE IRON PIPE LF 66.0000 3,960.00 52.000 3,432 171 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 329,590.00 65,918.000 329,590 (F) 172 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 15,330.00 8,178.000 171,738 173 MARKER EA 75.0000 225.00 3.000 225 174 DELINEATOR (METAL BEAM GUARD RAILING) EA 20.0000 160.00 8.000 160 175 DELINEATOR (CLASS 1) EA 46.0000 5,060.00 110.000 5,060 176 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 204,000.00 10,539.000 210,780 177 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 154,200.00 5,079.500 152,385 178 CHAIN LINK RAILING (TYPE 7) LF 60.0000 24,960.00 416.000 24,960 (F) 179 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 150.0000 62,400.00 416.000 62,400 (F) 180 CABLE RAILING LF 15.0000 9,450.00 670.000 10,050 181 TRANSITION RAILING (TYPE WB) EA 3,200.0000 25,600.00 8.000 25,600 182 TRANSITION RAILING (TYPE SWB) EA 4,000.0000 4,000.00 1.000 4,000 183 END CAP (TYPE A) EA 275.0000 550.00 2.000 550 184 END ANCHOR ASSEMBLY (TYPE SFT) EA 425.0000 12,750.00 38.000 16,150 PROGRAM CAS145 PAGE 8 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 28,000.00 16.000 44,800 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 35,700.00 16.000 33,600 187 CRASH CUSHION (REACT 9SCBS) EA 50,000.0000 150,000.00 3.000 150,000 188 CONCRETE BARRIER (TYPE 60) LF 50.0000 158,000.00 3,598.600 179,930 189 CONCRETE BARRIER (TYPE 60A) LF 55.0000 64,350.00 1,080.000 59,400 (F) 190 CONCRETE BARRIER (TYPE 60C) LF 65.0000 120,250.00 2,283.000 148,395 191 CONCRETE BARRIER (TYPE 60E) LF 90.0000 34,200.00 378.000 34,020 192 CONCRETE BARRIER (TYPE 60G) LF 80.0000 104,000.00 1,244.500 99,560 193 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 70.0000 96,950.00 1,270.000 88,900 (F) 194 CONCRETE BARRIER (TYPE 736A) LF 170.0000 12,240.00 72.000 12,240 (F) 195 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 70.0000 528,010.00 7,428.000 519,960 (F) 196 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 118.0000 89,680.00 0.000 0 197 CONCRETE BARRIER (TYPE 60CW) LF 120.0000 54,000.00 565.000 67,800 198 CONCRETE BARRIER (TYPE 60GC) LF 97.0000 550,960.00 5,820.000 564,540 199 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 140.0000 77,000.00 392.000 54,880 200 CONCRETE BARRIER (TYPE 60CR) LF 90.0000 119,700.00 1,150.000 103,500 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 40,800.00 138,717.000 41,615 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 9,750.00 14,614.000 10,960 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 4,488.00 8,474.000 4,660 (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 5,250.00 2,901.000 7,252 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 154.50 998.000 149 (BROKEN 6-1) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 16,200.00 108,691.000 16,303 (BROKEN 36-12) 207 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 147.00 912.000 136 (BROKEN 17-7) 208 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 729.00 2,726.000 408 (BROKEN 16-8) 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 9,570.00 16,029.000 8,815 (BROKEN 36-12) 210 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 14,700.00 143,032.000 14,303 211 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 780.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 13,600.00 8,599.000 8,599 213 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 31,250.00 9,284.000 23,210 214 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 215 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000 (TEMPORARY LOCATION 1) (STAGE 1B) 216 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000 (TEMPORARY LOCATION 1) (STAGE 2B) 217 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000 (TEMPORARY LOCATION 2) (STAGE 1B) 218 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000 (TEMPORARY LOCATION 2) (STAGE 2B) 219 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000 220 SIGNAL AND LIGHTING (LOCATION 2) LS 115,000.0000 115,000.00 1.000 115,000 221 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 1.000 120,000 222 LIGHTING AND SIGN ILLUMINATION LS 985,000.0000 985,000.00 1.000 985,000 223 CHANGEABLE MESSAGE SIGN SYSTEM LS 6,000.0000 6,000.00 1.000 6,000 (LOCATION 1) 224 TEMPORARY CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 (LOCATION 1) (STAGE 1B) 225 TEMPORARY CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000 LOCATION 1 (STAGE 2B) 226 CHANGEABLE MESSAGE SIGN SYSTEM LS 3,500.0000 3,500.00 1.000 3,500 (LOCATION 2) 227 TEMPORARY CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 LOCATION 2 (STAGE 1B) 228 LIGHTING AND SIGN ILLUMINATION TEMPORARY LS 125,000.0000 125,000.00 1.000 125,000 (STAGE 1B) 229 LIGHTING AND SIGN ILLUMINATION TEMPORARY LS 62,000.0000 62,000.00 1.000 62,000 (STAGE 2B) 230 LIGHTING TEMPORARY (STAGE 3A) LS 24,000.0000 24,000.00 1.000 24,000 231 LIGHTING TEMPORARY (STAGE 3C) LS 22,000.0000 22,000.00 0.000 0 232 COMMUNICATION SYSTEM LS 700,000.0000 700,000.00 1.000 700,000 233 TEMPORARY COMMUNICATION SYSTEM LS 140,000.0000 140,000.00 1.000 140,000 234 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 20.0000 8,800.00 440.000 8,800 235 ELECTRIC SERVICE (IRRIGATION) LS 16,000.0000 16,000.00 1.000 16,000 236 TRAFFIC MONITORING STATION (LOCATION 1) LS 35,000.0000 35,000.00 1.000 35,000 237 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 1.000 35,000 238 TRAFFIC MONITORING STATION (LOCATION 3) LS 35,000.0000 35,000.00 1.000 35,000 PROGRAM CAS145 PAGE 10 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 TEMPORARY TRAFFIC MONITORING STATION LS 87,000.0000 87,000.00 1.000 87,000 SYSTEM (LOCATION 1) (STAGE 1B) 240 TEMPORARY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 1.000 35,000 SYSTEM (LOCATION 1) (STAGE 2B) 241 TEMPORARY TRAFFIC MONITORING STATION LS 70,000.0000 70,000.00 1.000 70,000 SYSTEM (LOCATION 2) (STAGE 1B) 242 TEMPORARY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 1.000 25,000 SYSTEM (LOCATION 2) (STAGE 2B) 243 TEMPORARY TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 1.000 40,000 SYSTEM (LOCATION 3) (STAGE 1A) 244 TEMPORARY TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 1.000 14,000 SYSTEM (LOCATION 3) (STAGE 1B) 245 TEMPORARY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 1.000 20,000 SYSTEM (LOCATION 3 (STAGE 2B) 246 TEMPORARY TRAFFIC MONITORING STATION LS 28,000.0000 28,000.00 1.000 28,000 SYSTEM (LOCATION 3) (STAGE 3A) 247 TEMPORARY TRAFFIC MONITORING STATION LS 23,000.0000 23,000.00 1.000 23,000 SYSTEM (LOCATION 3) (STAGE 3C) 248 TEMPORARY TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 1.000 30,000 SYSTEM (LOCATION 3) (STAGE 4A) 249 TEMPORARY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 1.000 35,000 SYSTEM (LOCATION 3) (STAGE 4B) 250 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,500.0000 1,500.00 1.000 1,500 (LOCATION 1) 251 CLOSED CIRCUIT TELEVISION SYSTEM LS 11,000.0000 11,000.00 1.000 11,000 (LOCATION 2) 252 CLOSED CIRCUIT TELEVISION SYSTEM LS 9,000.0000 9,000.00 1.000 9,000 (LOCATION 3) 253 CLOSED CIRCUIT TELEVISION SYSTEM LS 21,000.0000 21,000.00 1.000 21,000 (LOCATION 4) 254 TEMPORARY CLOSED CIRCUIT TELEVISION LS 33,000.0000 33,000.00 1.000 33,000 SYSTEM (LOCATION 1) (STAGE 1A) 255 TEMPORARY CLOSED CIRCUIT TELEVISION LS 33,000.0000 33,000.00 1.000 33,000 SYSTEM (LOCATION 2) (STAGE 1A) 256 TEMPORARY CLOSED CIRCUIT TELEVISION LS 26,000.0000 26,000.00 1.000 26,000 SYSTEM (LOCATION 3) (STAGE 1A) 257 RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 1.000 14,000 258 RAMP METERING SYSTEM (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000 259 RAMP METERING SYSTEM (LOCATION 3) LS 13,000.0000 13,000.00 1.000 13,000 260 RAMP METERING SYSTEM (LOCATION 4) LS 11,000.0000 11,000.00 1.000 11,000 261 TEMPORARY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 1.000 16,000 (LOCATION 1) (STAGE 1A) 262 TEMPORARY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 1.000 6,000 (LOCATION 1) (STAGE 1B) 263 TEMPORARY RAMP METERING SYSTEM LS 55,000.0000 55,000.00 1.000 55,000 (LOCATION 1) (STAGE 2B) 264 TEMPORARY RAMP METERING SYSTEM LS 23,000.0000 23,000.00 1.000 23,000 (LOCATION 1) (STAGE 3A) 265 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 (LOCATION 1) (STAGE 3C) PROGRAM CAS145 PAGE 11 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 TEMPORARY RAMP METERING (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000 (STAGE 1B) 267 TEMPORARY RAMP METERING (LOCATION 2) LS 16,000.0000 16,000.00 1.000 16,000 (STAGE 2B) 268 TEMPORARY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 0.000 0 (LOCATION 2) (STAGE 3A) 269 TEMPORARY RAMP METERING SYSTEM LS 7,000.0000 7,000.00 0.000 0 (LOCATION 2) (STAGE 4A) 270 TEMPORARY RAMP METERING SYSTEM LS 19,000.0000 19,000.00 1.000 19,000 (LOCATION 3) (STAGE 1A) 271 TEMPORARY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 1.000 16,000 (LOCATION 3) (STAGE 2B) 272 TEMPORARY RAMP METERING SYSTEM LS 8,000.0000 8,000.00 0.000 0 (LOCATION 3) (STAGE 3A) 273 TEMPORARY RAMP METERING SYSTEM LS 7,000.0000 7,000.00 1.000 7,000 (LOCATION 3) (STAGE 3C) 274 TEMPORARY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 0.000 0 (LOCATION 3) (STAGE 4A) 275 TEMPORARY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.000 0 (LOCATION 3) (STAGE 4B) 276 TEMPORARY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 (LOCATION 4) (STAGE 1A) 277 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 1.000 14,000 (LOCATION 4) (STAGE 1B) 278 TEMPORARY RAMP METERING SYSTEM LS 13,500.0000 13,500.00 1.000 13,500 (LOCATION 4) (STAGE 2B) 279 TEMPORARY RAMP METERING SYSTEM LS 36,000.0000 36,000.00 1.000 36,000 (LOCATION 4) (STAGE 3A) 280 TEMPORARY RAMP METERING SYSTEM LS 9,500.0000 9,500.00 1.000 9,500 (LOCATION 4) (STAGE 3C) 281 COPPER-THEFT PREVENTION LS 15,000.0000 15,000.00 1.000 15,000 282 SYSTEM TESTING AND DOCUMENTATION LS 50,000.0000 50,000.00 1.000 50,000 283 TRAINING LS 10,000.0000 10,000.00 1.000 10,000 284 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 285 TEMPORARY CONCRETE WASHOUT BIN EA 2,500.0000 150,000.00 112.000 280,000 286 LEAN CONCRETE BASE RAPID SETTING CY 390.0000 50,700.00 162.500 63,375 PROGRAM CAS145 PAGE 12 DATE 03/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-071624 TIME 10:47 AM ESTIMATE NO. 059 BID OPENING 04/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/18/15 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 03/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 62,907,139.20 ADJUSTMENT OF COMPENSATION 1,047,680.51 2,820,411.21 EXTRA WORK 0.00 3,213,459.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,047,680.51 68,941,010.16 287 MOBILIZATION LS 5,900,000.0000 5,900,000.00 1.000 5,900,000 ORIGINAL CONTRACT AMOUNT 65,784,398.70 TOTAL WORK COMPLETED 1,047,680.51 74,841,010.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,167.90 TOTAL 1,047,680.51 74,825,842.26 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/25/10 1260 09/07/10 08/18/10 03/18/15 1483 191 223 0 100% 100% PIRZADEH, BEHROOZ RESIDENT ENGINEER PROGRAM CAS145 DATE 03/01/16