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 02/24/15 EST. NO. 001 TIME 03:22 PM R.E. NAME: MENDOZA, SERGIO 02-3E4104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 02/24/15 EST. NO. 001 TIME 03:22 PM R.E. NAME: MENDOZA, SERGIO 02-3E4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/15 -2,000.00 001 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-299-0.3/7.1 ----------------------- STEVE MANNING CONSTRUCTION, IN SHASTA COUNTY ABOUT 20 MILES INC. WEST OF REDDING FROM 0.3 MILE EAST PO BOX 491660 OF TRINITY COUNTY LINE TO 0.9 MILES REDDING CA 96049 WEST OF CRYSTAL CREEK ROAD. FED. AID NO. NHP-P299(185)E HIGHWAY REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 21,000.0000 21,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 432,000.00 25.000 30,000.00 25.000 30,000 004 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.363 2,722.50 0.363 2,722 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.069 82,800.00 0.069 82,800 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4700 33,887.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 14,040.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 60,000.0000 60,000.00 0.069 4,140.00 0.069 4,140 009 TEMPORARY RAILING (TYPE K) LF 19.0000 6,840.00 0.000 0 010 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.069 2,070.00 0.069 2,070 011 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.000 0 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 75,000.00 0.000 0 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 23,100.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 500.0000 15,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 329,700.00 0.000 0 (BONDED FIBER MATRIX) 017 TEMPORARY TACKED STRAW SQYD 0.4200 34,230.00 0.000 0 018 TEMPORARY COVER SQYD 0.7000 10,500.00 225.000 157.50 225.000 157 019 TEMPORARY CHECK DAM LF 6.0000 27,000.00 223.500 1,341.00 223.500 1,341 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 3,000.00 0.000 0 021 TEMPORARY FIBER ROLL LF 3.8000 45,600.00 0.000 0 022 TEMPORARY SEDIMENT TRAP EA 1,200.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.000 0 024 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 800.0000 4,800.00 0.000 0 025 WATER QUALITY MONITORING REPORT EA 600.0000 1,800.00 0.000 0 026 TEMPORARY FENCE (TYPE ESA) LF 2.0000 8,280.00 4,086.000 8,172.00 4,086.000 8,172 027 TREATED WOOD WASTE LB 0.1200 3,348.00 0.000 0 028 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 5,000.0000 5,000.00 0.000 0 029 ABANDON CULVERT (LF) LF 25.0000 19,750.00 0.000 0 030 ABANDON INLET EA 500.0000 1,500.00 0.000 0 031 REMOVE MARKER EA 12.0000 2,760.00 0.000 0 032 REMOVE VEGETATION CONTROL SQYD 9.0000 2,250.00 0.000 0 (MINOR CONCRETE) 033 REMOVE GUARDRAIL LF 5.0000 15,650.00 0.000 0 034 REMOVE GUARDRAIL (SPECIAL) LF 15.0000 3,150.00 0.000 0 035 REMOVE FLARED END SECTION EA 750.0000 1,500.00 0.000 0 036 REMOVE CABLE RAILING LF 10.0000 850.00 0.000 0 037 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 0.000 0 038 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.2000 15,800.00 0.000 0 039 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,520.00 0.000 0 040 REMOVE CULVERT (LF) LF 15.0000 21,000.00 0.000 0 041 REMOVE DOWNDRAIN LF 9.0000 8,370.00 0.000 0 042 REMOVE REINFORCED CONCRETE BOX CULVERT LS 6,800.0000 6,800.00 0.000 0 (LS)(PORTION) 043 REMOVE INLET EA 100.0000 2,500.00 0.000 0 044 REMOVE HEADWALL EA 300.0000 3,300.00 0.000 0 045 REMOVE RISER EA 200.0000 2,000.00 0.000 0 046 REMOVE DEBRIS RACK CAGE EA 200.0000 3,000.00 0.000 0 047 REMOVE RETAINING WALL (PORTION)(GABION) SQYD 90.0000 2,970.00 0.000 0 048 REMOVE RETAINING WALL (PORTION) SQFT 20.0000 5,600.00 0.000 0 (SOLDIER PILE) 049 REMOVE RETAINING WALL (SOIL NAIL) SQFT 15.0000 13,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE RETAINING WALL (PORTION)(MASONRY) SQFT 4.0000 5,000.00 0.000 0 051 REMOVE SACK CONCRETE SLOPE PROTECTION SQFT 9.0000 3,510.00 0.000 0 052 REMOVE DELINEATOR EA 15.0000 2,100.00 0.000 0 053 SALVAGE ROADSIDE SIGN EA 250.0000 250.00 0.000 0 054 RESET GUARDRAIL (STEEL POST) LF 12.0000 6,960.00 0.000 0 055 RESET GATE EA 1,000.0000 1,000.00 0.000 0 056 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 1,500.0000 6,000.00 0.000 0 057 RESET TERMINAL SYSTEM EA 1,750.0000 1,750.00 0.000 0 058 RESET INTERMEDIATE ANCHOR ASSEMBLY EA 1,000.0000 1,000.00 0.000 0 (MODIFIED TYPE SFT) 059 RESET END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 0.000 0 060 RELOCATE ROADSIDE SIGN EA 300.0000 1,200.00 0.000 0 061 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 2,000.00 0.000 0 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 19,000.00 0.000 0 063 CLEANING, INSPECTING, AND PREPARING LF 123.0000 6,027.00 0.000 0 CULVERT (LF) 064 CONCRETE INVERT PAVING CY 600.0000 9,000.00 0.000 0 065 SAND BACKFILL CY 104.0000 6,968.00 0.000 0 066 CLEARING AND GRUBBING (ACRE) ACRE 8,300.0000 547,800.00 25.720 213,476.00 25.720 213,476 067 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.000 0 068 DUST PALLIATIVE LS 12,000.0000 12,000.00 0.000 0 069 ROADWAY EXCAVATION CY 7.9500 10,573,500.00 0.000 0 070 SHOULDER BACKING TON 32.0000 39,040.00 0.000 0 071 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 12,100.00 0.000 0 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) CY 61.0000 50,935.00 0.000 0 (F) 073 CONCRETE BACKFILL CY 180.0000 3,240.00 0.000 0 074 DITCH EXCAVATION CY 28.0000 2,604.00 0.000 0 075 WOOD MULCH CY 56.7000 454,167.00 0.000 0 076 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 19.0000 7,410.00 0.000 0 (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" PLASTIC PIPE (SCHEDULE 40) LF 35.0000 6,650.00 0.000 0 (SUPPLY LINE) 078 EROSION CONTROL ESTABLISHMENT CONTACT LS 5,000.0000 5,000.00 0.000 0 079 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1800 158,580.00 0.000 0 (SQFT) 080 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5400 353,700.00 0.000 0 081 HYDROSEED SQFT 0.1500 115,200.00 0.000 0 082 FINISHING ROADWAY LS 45,000.0000 45,000.00 0.000 0 083 CLASS 2 AGGREGATE BASE (CY) CY 38.8000 857,480.00 0.000 0 084 HOT MIX ASPHALT (TYPE A) TON 102.5000 4,233,250.00 0.000 0 085 DATA CORE LS 4,000.0000 4,000.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3500 1,930.50 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.3500 10,368.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 29,025.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 9,868.50 0.000 0 090 PLACE HOT MIX ASPHALT SQYD 70.0000 16,800.00 0.000 0 (MISCELLANEOUS AREA) 091 TACK COAT TON 850.0000 25,500.00 0.000 0 092 RAIL ELEMENT WALL SQFT 15.0000 10,200.00 0.000 0 093 STRUCTURAL CONCRETE, RETAINING WALL CY 1,100.0000 188,100.00 0.000 0 (F) 094 STRUCTURAL CONCRETE, BOX CULVERT CY 1,100.0000 71,500.00 0.000 0 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) CY 908.0000 367,286.00 0.000 0 (F) 096 PRECAST REINFORCED CONCRETE BOX (4'X 3') LF 740.0000 48,840.00 0.000 0 097 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 116,600.00 0.000 0 (F) 098 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 38,800.00 0.000 0 (F) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 4,200.00 0.000 0 (0.063"-UNFRAMED) 100 ROADSIDE SIGN - ONE POST EA 230.0000 2,760.00 0.000 0 101 ROADSIDE SIGN - TURNABLE EA 1,000.0000 2,000.00 0.000 0 102 12" PLASTIC PIPE LF 60.0000 9,000.00 0.000 0 103 18" PLASTIC PIPE LF 75.0000 295,500.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" PLASTIC PIPE LF 91.0000 182,000.00 0.000 0 105 18" REINFORCED CONCRETE PIPE LF 130.0000 15,600.00 0.000 0 106 30" REINFORCED CONCRETE PIPE LF 148.0000 14,208.00 0.000 0 107 24" REINFORCED CONCRETE PIPE (CLASS V) LF 150.0000 8,100.00 0.000 0 108 36" REINFORCED CONCRETE PIPE (CLASS V) LF 180.0000 14,040.00 0.000 0 109 18" CORRUGATED STEEL PIPE (.109" THICK) LF 87.0000 196,620.00 0.000 0 110 24" CORRUGATED STEEL PIPE (.079" THICK) LF 124.0000 1,860.00 0.000 0 111 24" CORRUGATED STEEL PIPE (.138" THICK) LF 112.0000 24,640.00 0.000 0 112 32" TO 18" CORRUGATED STEEL PIPE EA 600.0000 600.00 0.000 0 ECCENTRIC REDUCER (.109" THICK) 113 30" CORRUGATED STEEL PIPE (.109" THICK) LF 121.0000 9,680.00 0.000 0 114 30" CORRUGATED STEEL PIPE (.138" THICK) LF 130.0000 8,060.00 0.000 0 115 36" CORRUGATED STEEL PIPE (.109" THICK) LF 145.0000 10,150.00 0.000 0 116 36" CORRUGATED STEEL PIPE (.138" THICK) LF 155.0000 10,385.00 0.000 0 117 48" CORRUGATED STEEL PIPE (.168" THICK) LF 225.0000 220,500.00 0.000 0 118 18" CORRUGATED STEEL PIPE (.138" THICK) LF 95.0000 11,400.00 0.000 0 119 60" STRUCTURAL STEEL PLATE PIPE LF 570.0000 296,400.00 0.000 0 (.280" THICK) 120 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 154,500.00 0.000 0 121 GEOMEMBRANE SQYD 19.8000 378,180.00 0.000 0 122 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 57,400.00 0.000 0 (.109" THICK) 123 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 17,600.00 0.000 0 (.109" THICK) 124 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 85.0000 1,360.00 0.000 0 (.138" THICK) 125 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 89.0000 6,052.00 0.000 0 (.109" THICK) 126 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 5,880.00 0.000 0 (.109" THICK) 127 18" ANCHOR ASSEMBLY EA 220.0000 16,280.00 0.000 0 128 24" ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0 129 30" ANCHOR ASSEMBLY EA 280.0000 1,400.00 0.000 0 130 36" ANCHOR ASSEMBLY EA 350.0000 1,050.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 36" CORRUGATED STEEL PIPE INLET LF 198.0000 7,524.00 0.000 0 (.109" THICK) 132 18" CORRUGATED STEEL PIPE ENERGY EA 415.0000 4,980.00 0.000 0 DISSIPATOR (.109" THICK) 133 60" SLOTTED CORRUGATED STEEL PIPE INLET LF 220.0000 9,460.00 0.000 0 (.168" THICK) 134 72" SLOTTED CORRUGATED STEEL PIPE INLET LF 335.0000 7,035.00 0.000 0 (.168" THICK) 135 36" SLOTTED CORRUGATED STEEL PIPE INLET LF 126.0000 4,410.00 0.000 0 (.079" THICK) 136 30" JACKED WELDED STEEL PIPE LF 600.0000 54,600.00 0.000 0 (.239" THICK) 137 30" WELDED STEEL PIPE DOWNDRAIN LF 1,000.0000 3,000.00 0.000 0 (.239" THICK) 138 18" CONCRETE FLARED END SECTION EA 890.0000 5,340.00 0.000 0 139 36" DEBRIS RACK CAGE (H=4') EA 1,500.0000 6,000.00 0.000 0 140 60" DEBRIS RACK CAGE (H=6') EA 2,260.0000 4,520.00 0.000 0 141 72" DEBRIS RACK CAGE (H=6') EA 2,590.0000 2,590.00 0.000 0 142 36" PRECAST CONCRETE PIPE INLET LF 250.0000 16,500.00 0.000 0 143 SMALL-ROCK SLOPE PROTECTION CY 72.0000 32,400.00 0.000 0 144 ROCK SLOPE PROTECTION CY 72.0000 74,160.00 0.000 0 (1/4 T, METHOD B) (CY) 145 ROCK SLOPE PROTECTION CY 72.0000 3,024.00 0.000 0 (LIGHT, METHOD B) (CY) 146 ROCK SLOPE PROTECTION CY 72.0000 18,720.00 0.000 0 (FACING, METHOD B) (CY) 147 ROCK SLOPE PROTECTION (1T, METHOD B) CY 72.0000 25,200.00 0.000 0 148 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 72.0000 177,840.00 0.000 0 (CY) 149 CONCRETED-ROCK SLOPE PROTECTION CY 340.0000 8,160.00 0.000 0 (FACING, METHOD B) (CY) 150 GABION CY 200.0000 840,000.00 0.000 0 151 FILTER FABRIC SQYD 10.0000 500.00 0.000 0 152 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.5000 117,750.00 0.000 0 153 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 6,300.00 0.000 0 154 MISCELLANEOUS IRON AND STEEL LB 2.0000 71,082.00 0.000 0 (F) 155 DELINEATOR (CLASS 2) EA 42.0000 14,280.00 0.000 0 156 MILEPOST MARKER EA 50.0000 750.00 0.000 0 157 MARKER (CULVERT) EA 45.0000 9,450.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 OBJECT MARKER (TYPE L) EA 50.0000 900.00 0.000 0 159 OBJECT MARKER (TYPE P) EA 50.0000 150.00 0.000 0 160 OBJECT MARKER (TYPE L-1) EA 50.0000 1,050.00 0.000 0 161 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 266,200.00 0.000 0 162 METAL BEAM GUARD RAILING (7' STEEL POST) LF 23.0000 8,970.00 0.000 0 163 VEGETATION CONTROL (MINOR CONCRETE) SQYD 39.0000 253,890.00 0.000 0 164 TUBULAR BICYCLE RAILING LF 110.0000 22,000.00 0.000 0 165 CABLE RAILING LF 90.0000 9,900.00 0.000 0 166 TRANSITION RAILING (TYPE WB) EA 5,000.0000 5,000.00 0.000 0 167 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 23,400.00 0.000 0 168 INTERMEDIATE ANCHOR ASSEMBLY EA 1,000.0000 3,000.00 0.000 0 (MODIFY TYPE SFT) 169 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 25,200.00 0.000 0 170 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 35,100.00 0.000 0 171 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 200.0000 40,000.00 0.000 0 172 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 1,440.00 0.000 0 173 THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 59,600.00 0.000 0 (SPRAYABLE) 174 PAVEMENT MARKER EA 7.5000 24,300.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 8 DATE 02/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E4104 TIME 03:22 PM ESTIMATE NO. 001 BID OPENING 11/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 344,879.00 344,879.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 344,879.00 344,879.00 175 MOBILIZATION LS 1,800,000.0000 1,800,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 27,173,164.00 TOTAL WORK COMPLETED 344,879.00 344,879.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 342,879.00 342,879.00 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 01/12/15 600 01/14/15 01/14/15 06/03/16 25 0 0 0 1% 4% PROGRESS IS SATISFACTORY MENDOZA, SERGIO RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/15