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 06/18/14 EST. NO.22 TIME 02:58 PM R.E. NAME: MOGHADAM, SIAVOSH 04-4A07U4 --------------------------------------------------------------------------- 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 0061 1,355.77 E.W. @ F.A.(+) 051314 N 0210.0 024 0005 4,000.19 E.W. @ F.A.(+) 042213 N 042213 0006 968.15 042313 N 042313 0007 1,891.86 042913 N 042913 0008 535.72 050913 N 050913 0009 2,904.02 051013 N 051013 0010 623.70 051313 N 051313 0011 3,732.33 052913 N 052713 16,011.74 TOTAL THIS ESTIMATE 1,499,945.48 TOTAL PREVIOUS ESTIMATE 1,515,957.22 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 06/18/14 EST. NO.22 TIME 02:58 PM R.E. NAME: MOGHADAM, SIAVOSH 04-4A07U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PU 9-26 -35,150.00 02 LATE CLOSURE PU 10-3 -3,000.00 02 SAFETY DEFICIENCY -3,000.00 02 FIXED SAFETY DEF 3,000.00 03 SOURCE INSPECTION -5,000.00 11 SOURCE INSPECTION -5,000.00 11 SOURCE INSPECTION OH -5,000.00 13 UNATHOR CLOSR 111213 -2,500.00 15 0.00 -55,650.00 LABOR COMPLIANCE VIOLATION VAN GAURD LABOR COMP -10,000.00 15 WAGE VIOLA VAN GAURD -41,015.46 16 VAN GAURD LABOR COMP 10,000.00 17 WAGE VIOLA VAN GAURD 41,015.46 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 -55,650.00 PROGRAM CAS145 PAGE 1 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-580-R4.7/8.2 ----------------------- DESILVA-GATES CONSTRUCTION IN ALAMEDA COUNTY IN AND NEAR 8638 PATTERSON PASS ROAD LIVERMORE FROM 1.0 MILE EAST OF LIVERMORE, CA 94550 NORTH FLYNN ROAD TO GREENVILLE ROAD UNDERCROSSING FED. AID NO. ACIM-5801(51)E CONST TRUCK CLIMBING LN & RET WALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.250 500 002 TEMPORARY REINFORCED SILT FENCE LF 5.0000 137,000.00 2,100.000 10,500 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 26,130.00 6,000.000 18,000 004 TEMPORARY ACTIVE TREATMENT SYSTEM LS 20,000.0000 20,000.00 0.000 0 005 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.045 900.00 0.462 9,240 006 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.0000 76,000.00 12,300.000 24,600 008 TEMPORARY SILT FENCE LF 2.0000 10,000.00 1,210.000 2,420 009 TEMPORARY GRAVEL BAG BERM LF 10.0000 2,000.00 2,055.000 20,550 010 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 9,500.00 2.000 1,000 011 TEMPORARY COVER SQYD 1.5000 30,000.00 8,602.000 12,903 012 TEMPORARY CHECK DAM LF 5.0000 4,900.00 2,770.000 13,850 013 MOVE-IN/MOVE-OUT EA 500.0000 6,000.00 3.000 1,500 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 26,000.00 42.000 8,400 015 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 54,000.00 53,904.000 32,342 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 10,000.0000 10,000.00 0.045 450.00 0.462 4,620 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.045 450.00 0.462 4,620 018 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 22.000 11,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 13,000.00 8.000 4,000 021 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 1,440,000.00 22.000 52,800.00 277.000 664,800 022 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000 PROGRAM CAS145 PAGE 2 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 370,000.0000 370,000.00 0.032 11,840.00 0.472 174,640 024 TEMPORARY PAVEMENT MARKING SQFT 5.0000 1,800.00 260.000 1,300 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 46,000.00 90,812.000 18,162 026 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,900.00 59.000 2,065 027 FLASHING BEACON (PORTABLE) EA 500.0000 500.00 0.000 0 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.032 160.00 0.472 2,360 029 TEMPORARY RAILING (TYPE K) LF 11.0000 500,500.00 16,060.000 176,660 030 TEMPORARY CRASH CUSHION MODULE EA 150.0000 19,500.00 42.000 6,300 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 9,600.00 1,298.000 649 STRIPE (HAZARDOUS WASTE) 032 ABANDON CULVERT (LF) LF 20.0000 11,800.00 375.000 7,500 033 REMOVE CHAIN LINK FENCE LF 1.0000 2,300.00 1,270.000 1,270 034 REMOVE METAL BEAM GUARD RAILING LF 2.0000 10,260.00 1,230.000 2,460 035 REMOVE DOUBLE METAL BEAM BARRIER LF 2.0000 3,920.00 0.000 0 036 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.2000 6,100.00 0.000 0 037 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 12,380.00 14,043.000 2,808 038 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 260.00 0.000 0 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 7,260.00 11,035.000 2,207 040 REMOVE PAVEMENT MARKER EA 1.0000 14,700.00 3,746.000 3,746 041 REMOVE ROADSIDE SIGN EA 100.0000 700.00 4.000 400 042 REMOVE SIGN STRUCTURE (EA) EA 2,000.0000 4,000.00 1.500 3,000.00 1.500 3,000 043 REMOVE CULVERT (LF) LF 10.0000 56,900.00 20.000 200.00 3,127.000 31,270 044 REMOVE PIPE (LF) LF 10.0000 81,400.00 5,149.000 51,490 045 REMOVE INLET EA 500.0000 28,000.00 1.000 500.00 11.000 5,500 046 REMOVE HEADWALL EA 1,000.0000 3,000.00 2.000 2,000 047 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 0.000 0 048 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.800 8,000.00 0.800 8,000 049 MODIFY INLET TO MANHOLE EA 2,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 9,300.00 2,892.000 2,892 051 REMOVE CONCRETE BARRIER (TYPE 50) LF 10.0000 51,500.00 0.000 0 052 BRIDGE REMOVAL (PORTION) LS 25,000.0000 25,000.00 0.000 0 053 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.250 62,500 054 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.032 800.00 0.472 11,800 055 ROADWAY EXCAVATION CY 5.0000 530,000.00 69,861.000 349,305 056 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 057 ADL BURIAL LOCATION REPORT LS 1,000.0000 1,000.00 0.250 250 058 ROADWAY EXCAVATION (TYPE Y-1) CY 5.0000 89,000.00 11,882.000 59,410 (AERIALLY DEPOSITED LEAD) 059 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 19,800.00 1,980.000 19,800 (F) 060 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 5.0000 63,750.00 0.000 0 (F) 061 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 57,800.00 2,714.000 54,280 (F) 062 STRUCTURE EXCAVATION (TYPE Y-1) CY 5.0000 8,900.00 825.000 4,125 (F) (AERIALLY DEPOSITED LEAD) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 78,500.00 1,342.000 67,100 (F) 064 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 23,200.00 0.000 0 (F) 065 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 10.0000 90,300.00 0.000 0 (F) 066 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 170.0000 202,640.00 0.000 0 (F) 067 LEAN CONCRETE BACKFILL CY 180.0000 264,420.00 0.000 0 (F) 068 DITCH EXCAVATION CY 10.0000 17,300.00 0.000 0 069 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0 070 IMPORTED BIOFILTRATION SOIL CY 60.0000 5,820.00 0.000 0 071 EROSION CONTROL (COMPOST BLANKET) CY 100.0000 2,200.00 0.000 0 072 FIBER ROLLS LF 1.7500 60,200.00 5,575.000 9,756 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 3.000 1,500 074 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 27,420.00 270,800.000 16,248 075 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 65,000.00 14,980.000 7,490 (NETTING) 076 CLASS 4 AGGREGATE SUBBASE CY 25.0000 295,000.00 2,492.940 62,323 PROGRAM CAS145 PAGE 4 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ASPHALTIC EMULSION (CURING SEAL) TON 2,000.0000 1,400.00 0.000 0 078 LEAN CONCRETE BASE CY 120.0000 1,047,600.00 0.000 0 079 HOT MIX ASPHALT TON 75.0000 3,000,000.00 2,706.080 202,956 080 HOT MIX ASPHALT (OPEN GRADED) TON 65.0000 640,900.00 0.000 0 081 HOT MIX ASPHALT (LEVELING) TON 75.0000 725,250.00 0.000 0 082 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 70.0000 1,351,000.00 0.000 0 083 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 73,600.00 0.000 0 084 DATA CORE LS 5,000.0000 5,000.00 0.000 0 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 190.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 15,300.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 75.00 0.000 0 088 PLACE HOT MIX ASPHALT SQYD 5.0000 24,650.00 0.000 0 (MISCELLANEOUS AREA) 089 TACK COAT TON 1.0000 270.00 0.000 0 090 JOINTED PLAIN CONCRETE PAVEMENT CY 128.0000 2,393,600.00 0.000 0 091 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 840,000.00 1,637.475 654,990 (RAPID STRENGTH CONCRETE) 092 SEAL PAVEMENT JOINT LF 3.0000 129,900.00 0.000 0 093 SEAL ISOLATION JOINT LF 3.0000 3,000.00 0.000 0 094 CONCRETE BASE (RAPID STRENGTH CONCRETE) CY 400.0000 76,000.00 156.846 62,738 095 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 315.0000 2,444,400.00 7,979.843 2,513,650 096 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.4000 26,600.00 0.000 0 097 PAVEMENT TRANSITION TAPER SQYD 10.0000 64,700.00 0.000 0 098 GRIND EXISTING CONCRETE SQYD 10.0000 82,200.00 0.000 0 PAVEMENT 099 SOIL NAIL ASSEMBLY LF 17.0000 1,044,123.00 58,232.000 989,944 100 30" DRILLED HOLE LF 36.0000 550,296.00 0.000 0 101 STEEL SOLDIER PILE (W 14 X 211) LF 170.0000 2,590,800.00 0.000 0 102 TIEBACK ANCHOR EA 2,500.0000 1,172,500.00 0.000 0 103 STRUCTURAL CONCRETE, WALER CY 400.0000 320,800.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 410,000.00 820.000 410,000 (F) 105 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 451,200.00 0.000 0 (F) 106 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 487,000.00 9.800 9,800.00 207.490 207,490 (F) 107 ARCHITECTURAL TREATMENT SQFT 2.7000 94,662.00 22,552.000 60,890 (F) 108 REFINISH BRIDGE DECK SQFT 20.0000 32,100.00 0.000 0 109 DOUBLE TWISTED WIRE MESH SYSTEM SQFT 3.5000 173,250.00 44,660.000 156,310 110 ANCHORED WIRE MESH SYSTEM SQFT 10.0000 567,000.00 52,467.000 524,670 111 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 703,700.00 200,320.790 200,320 (F) 112 SHOTCRETE CY 300.0000 678,900.00 1,652.700 495,810 (F) 113 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 213,780.00 57,008.000 213,780.00 57,008.000 213,780 (F) 114 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 14,252.00 57,008.000 14,252.00 57,008.000 14,252 (F) 115 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 10,800.00 0.000 0 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 270.00 0.000 0 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,950.00 0.000 0 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 450.00 0.000 0 (0.063"-FRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,820.00 0.000 0 (0.080"-FRAMED) 120 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 800.0000 78,400.00 12.500 10,000.00 110.500 88,400 (SIGN FOUNDATION) 121 ROADSIDE SIGN - ONE POST EA 250.0000 4,500.00 0.000 0 122 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 0.000 0 123 TIMBER LAGGING MFBM 900.0000 177,300.00 0.000 0 (F) 124 CLEAN AND PAINT STEEL SOLDIER PILE LS 40,000.0000 40,000.00 0.000 0 125 PREPARE AND STAIN CONCRETE SQFT 2.2000 157,403.40 0.000 0 126 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 60.0000 184,800.00 419.000 25,140.00 1,612.000 96,720 127 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.0000 33,500.00 318.000 15,900.00 670.000 33,500 128 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 60.0000 55,800.00 26.000 1,560.00 779.000 46,740 129 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 57,000.00 206.000 12,360.00 934.000 56,040 130 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 90.0000 57,600.00 194.000 17,460.00 696.000 62,640 PROGRAM CAS145 PAGE 6 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TRENCH DRAIN LF 80.0000 60,000.00 0.000 0 132 18" REINFORCED CONCRETE PIPE LF 200.0000 96,000.00 33.000 6,600.00 478.000 95,600 133 24" REINFORCED CONCRETE PIPE LF 250.0000 45,000.00 125.000 31,250 134 36" REINFORCED CONCRETE PIPE LF 250.0000 50,000.00 233.000 58,250 135 48" REINFORCED CONCRETE PIPE LF 200.0000 480,000.00 240.000 48,000.00 1,941.000 388,200 136 JACKED 36" REINFORCED CONCRETE PIPE LF 1,000.0000 220,000.00 0.000 0 (CLASS IV) 137 12" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 22,100.00 96.000 9,600 138 18" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 115,000.00 386.000 38,600 139 24" CORRUGATED STEEL PIPE (.079" THICK) LF 120.0000 174,000.00 82.000 9,840 140 36" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 38,400.00 0.000 0 141 18" SLOTTED CORRUGATED STEEL PIPE LF 80.0000 106,400.00 0.000 0 (.079" THICK) 142 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 12,200.00 0.000 0 143 6" NON-PERFORATED PLASTIC PIPE LF 20.0000 600.00 0.000 0 UNDERDRAIN 144 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 266,000.00 2,162.000 43,240 145 8" NON-PERFORATED PLASTIC PIPE LF 30.0000 8,400.00 181.000 5,430 UNDERDRAIN 146 GEOCOMPOSITE DRAIN SQFT 2.0000 26,480.00 12,800.000 25,600 147 PERMEABLE MATERIAL CY 50.0000 30,050.00 0.000 0 148 GEOMEMBRANE (TYPE B) SQYD 20.0000 24,600.00 0.000 0 149 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 40.0000 768,000.00 5,229.480 209,179 150 36" CORRUGATED STEEL PIPE INLET LF 500.0000 9,000.00 0.000 0 (.079" THICK) 151 GRATED LINE DRAIN LF 125.0000 42,500.00 0.000 0 152 18" WELDED STEEL PIPE (.250" THICK) LF 200.0000 5,600.00 86.000 17,200 153 12" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 0.000 0 154 18" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 0.000 0 155 24" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500 156 INLET DEPRESSION EA 2,000.0000 12,000.00 0.000 0 157 MINOR CONCRETE (BACKFILL) CY 150.0000 2,250.00 90.000 13,500.00 90.000 13,500 PROGRAM CAS145 PAGE 7 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 POLYURETHANE INJECTION GROUTING LB 7.0000 396,200.00 42,227.000 295,589 159 ROCK SLOPE PROTECTION CY 200.0000 3,800.00 2.670 534 (BACKING NO. 1 METHOD B) 160 MINOR CONCRETE (CHANNEL LINING) CY 1,000.0000 4,000.00 0.000 0 161 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 10,500.00 4.000 4 162 MINOR CONCRETE (GUTTER) (LF) LF 20.0000 50,400.00 0.000 0 163 MINOR CONCRETE (MISCELLANEOUS CY 700.0000 2,100.00 0.000 0 CONSTRUCTION) 164 WATER QUALITY WEIR EA 3,000.0000 48,000.00 3.500 10,500 165 MISCELLANEOUS IRON AND STEEL LB 1.0000 70,758.00 1,594.000 1,594.00 23,276.000 23,276 (F) 166 MISCELLANEOUS METAL LB 10.0000 31,780.00 0.000 0 (F) 167 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 0.000 0 168 MARKER (CULVERT) EA 50.0000 1,950.00 0.000 0 169 OBJECT MARKER EA 50.0000 700.00 0.000 0 170 OBJECT MARKER (TYPE L-1) EA 50.0000 200.00 0.000 0 171 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 17,400.00 0.000 0 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 50,800.00 0.000 0 173 CHAIN LINK RAILING LF 40.0000 100,800.00 0.000 0 (F) 174 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 30.0000 14,700.00 0.000 0 175 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 40.0000 30,800.00 0.000 0 176 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 0.000 0 177 TRANSITION RAILING (TYPE WB) (MODIFIED) EA 3,000.0000 3,000.00 0.000 0 178 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,000.00 0.000 0 179 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0 180 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 10,000.00 0.000 0 181 CRASH CUSHION, SAND FILLED EA 5,000.0000 5,000.00 0.000 0 182 CONCRETE BARRIER (TYPE 60) LF 40.0000 39,600.00 0.000 0 183 CONCRETE BARRIER (TYPE 60A) LF 35.0000 70,490.00 0.000 0 (F) 184 CONCRETE BARRIER (TYPE 60C) LF 50.0000 297,500.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60D) LF 35.0000 114,065.00 0.000 0 (F) 186 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 80.0000 77,040.00 0.000 0 (F) 187 CONCRETE BARRIER (TYPE 742A) LF 100.0000 88,000.00 880.000 88,000 (F) 188 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 19,000.00 0.000 0 189 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 880.00 0.000 0 190 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,680.00 0.000 0 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 22,200.00 0.000 0 (BROKEN 34-14) 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 310.00 0.000 0 (BROKEN 17-7) 193 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 36,400.00 4,448.000 8,896 194 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 19,380.00 1,524.000 4,572 195 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 196 LIGHTING (STAGE CONSTRUCTION) LS 10,000.0000 10,000.00 0.750 7,500 197 LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 0.021 1,050 198 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 100,000.00 0.010 1,000 199 ROADWAY WEATHER INFORMATION LS 50,000.0000 50,000.00 0.000 0 200 RAMMED AGGREGATE PIERS/STONE COLUMNS LF 26.0000 327,600.00 0.000 0 201 TEMPORARY CONSTRUCTION ROADWAY CY 25.0000 30,000.00 2,170.150 54,253 202 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 50.0000 38,500.00 0.000 0 203 CONCRETE (GUTTER LINING) CY 500.0000 34,000.00 0.000 0 204 CONCRETE BACKFILL (RAPID STRENGTH CY 175.0000 60,725.00 517.380 90,541 CONCRETE) PROGRAM CAS145 PAGE 9 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A07U4 TIME 02:58 PM ESTIMATE NO. 22 BID OPENING 04/25/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: MOGHADAM, SIAVOSH DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 469,046.00 10,714,460.74 ADJUSTMENT OF COMPENSATION 0.00 22,212.71 EXTRA WORK 16,011.74 1,493,744.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 485,057.74 12,230,417.96 205 MOBILIZATION LS 3,730,000.0000 3,730,000.00 0.950 3,543,500 ORIGINAL CONTRACT AMOUNT 37,473,039.40 TOTAL WORK COMPLETED 485,057.74 15,773,917.96 MATERIALS ON HAND ON SITE 99,505.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -55,650.00 TOTAL 485,057.74 15,817,773.71 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 07/16/12 600 09/10/12 09/10/12 07/15/15 277 84 23 0 40% 44% PROGRESS IS SATISFACTORY MOGHADAM, SIAVOSH RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/14