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 12/22/17 EST. NO. 003 TIME 09:05 AM R.E. NAME: ALSHEIKH JASON 11-085784 --------------------------------------------------------------------------- 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 0002 490.57 E.W. @ F.A.(+) 110617 N 0007.0 0003 191.89 110617 N 0008.0 0004 847.74 110817 N 0009.0 0005 409.49 110117 N 0010.0 0006 507.63 110917 N 0011.0 011 0001 452.80 E.W. @ F.A.(+) 102417 N 0002.0 0002 2,530.56 102517 N 0003.0 0003 1,586.30 102617 N 0004.0 0004 1,659.63 102917 N 0005.0 0005 1,908.78 103017 N 0006.0 10,585.39 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 10,585.39 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 12/22/17 EST. NO. 003 TIME 09:05 AM R.E. NAME: ALSHEIKH JASON 11-085784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL OCT 17 CPR -2,000.00 002 DEL NOV 17 CPR -1,000.00 003 -1,000.00 -3,000.00 TOTAL DEDUCTIONS -1,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 LOCATION PROGRESS ESTIMATE 11-SD-163-4.1/4.9 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 1770 LA COSTA MEADOWS DRIVE FROM 0.3 MILE SOUTH TO 0.5 MILE SAN MARCOS CA 92078 NORTH OF FRIARS ROAD OVERCROSSING FED. AID NO. N O N E REVISE INTERCHANGE/WIDEN OC AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,700.0000 2,700.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,400.0000 1,700,000.00 19.000 64,600.00 53.000 180,200 004 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.511 17,885 005 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.038 34,200.00 0.106 95,400 006 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 50,000.0000 50,000.00 0.511 25,550 007 TYPE III BARRICADE EA 60.0000 2,940.00 4.000 240.00 11.000 660 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 6,825.00 331.000 827 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 13,980.00 5,773.000 1,731 010 TRAFFIC PLASTIC DRUM EA 30.0000 18,300.00 155.000 4,650 011 FLASHING BEACON (PORTABLE) EA 640.0000 9,600.00 0.000 0 012 TEMPORARY PAVEMENT MARKER EA 3.0000 1,740.00 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,200.0000 72,000.00 0.380 2,736.00 1.060 7,632 014 TEMPORARY RAILING (TYPE K) LF 9.0000 224,100.00 8,226.000 74,034 015 TEMPORARY CRASH CUSHION MODULE EA 120.0000 14,400.00 12.600 1,512 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,900.0000 70,300.00 14.400 27,360 017 TEMPORARY TRAFFIC SCREEN LF 5.0000 2,900.00 0.000 0 018 JOB SITE MANAGEMENT LS 120,000.0000 120,000.00 0.038 4,560.00 0.106 12,720 019 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.021 105.00 0.528 2,640 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 0.000 0 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 500.0000 6,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 19,450.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 26,975.00 8.000 2,600.00 26.000 8,450 026 TEMPORARY FIBER ROLL LF 3.5000 72,800.00 4,666.000 16,331 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 31,500.00 1.800 8,100.00 4.500 20,250 028 STREET SWEEPING LS 150,000.0000 150,000.00 0.038 5,700.00 0.106 15,900 029 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 0.038 1,330.00 0.106 3,710 030 TEMPORARY FENCE (TYPE ESA) LF 5.0000 8,050.00 1,332.000 6,660 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.4000 5,080.00 3,302.500 1,321 (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.8000 7,440.00 0.000 0 033 ABANDON CULVERT (EA) EA 975.0000 5,850.00 0.000 0 034 ABANDON INLET EA 1,150.0000 3,450.00 0.000 0 035 REMOVE FENCE LF 9.0000 10,980.00 0.000 0 036 REMOVE GUARDRAIL LF 8.0000 4,000.00 60.000 480.00 60.000 480 037 REMOVE IRRIGATION FACILITY LS 18,000.0000 18,000.00 0.900 16,200 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 16,140.00 17,101.000 3,420 039 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 2,250.00 126.000 126 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 870.00 533.000 533 041 REMOVE ROADSIDE SIGN EA 150.0000 10,950.00 0.000 0 042 REMOVE SIGN STRUCTURE (EA) EA 2,400.0000 21,600.00 6.000 14,400 043 REMOVE CULVERT (LF) LF 20.0000 6,800.00 0.000 0 044 REMOVE INLET EA 1,400.0000 9,800.00 0.000 0 045 REMOVE CONCRETE PAVEMENT AND BASE CY 20.0000 18,200.00 0.000 0 046 REMOVE BRICK PAVERS EA 0.6000 936.00 0.000 0 047 REMOVE BASE AND SURFACING CY 20.0000 19,400.00 0.000 0 048 RESET ROADSIDE SIGN EA 250.0000 3,750.00 0.000 0 049 RELOCATE ROADSIDE SIGN EA 250.0000 5,750.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST MANHOLE TO GRADE EA 1,200.0000 1,200.00 0.000 0 051 ADJUST WATER MANHOLE TO GRADE EA 1,100.0000 2,200.00 0.000 0 052 ADJUST SEWER MANHOLE EA 1,100.0000 17,600.00 0.000 0 053 MODIFY SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.8000 130,500.00 0.000 0 055 REMOVE CONCRETE (CY) CY 35.0000 47,950.00 110.760 3,876 056 REMOVE CONCRETE BARRIER LF 13.0000 8,060.00 300.000 3,900.00 300.000 3,900 057 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 17,466.00 0.000 0 058 FURNISH POLYESTER CONCRETE OVERLAY CF 74.0000 40,404.00 0.000 0 059 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.6000 75,103.80 0.000 0 (F) 060 SAND BACKFILL CY 350.0000 10,500.00 0.000 0 061 BRIDGE REMOVAL (PORTION) LS 230,000.0000 230,000.00 0.550 126,500 062 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.700 70,000 063 ROADWAY EXCAVATION CY 40.0000 2,952,000.00 2,695.000 107,800.00 4,416.900 176,676 064 ROADWAY EXCAVATION (TYPE Y-2) CY 18.0000 284,400.00 550.000 9,900.00 1,450.000 26,100 (AERIALLY DEPOSITED LEAD) 065 STRUCTURE EXCAVATION (BRIDGE) CY 335.0000 70,350.00 189.000 63,315.00 189.000 63,315 (F) 066 STRUCTURE EXCAVATION (CULVERT) CY 165.0000 40,590.00 0.000 0 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 174,515.00 0.000 0 (F) 068 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 740.0000 42,180.00 0.000 0 (F) 069 STRUCTURE EXCAVATION (GROUND ANCHOR CY 60.0000 49,740.00 0.000 0 (F) WALL) 070 STRUCTURE BACKFILL (BRIDGE) CY 135.0000 33,345.00 0.000 0 (F) 071 STRUCTURE BACKFILL (CULVERT) CY 59.0000 10,030.00 0.000 0 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 99,240.00 0.000 0 (F) 073 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 59.0000 2,714.00 0.000 0 (F) 074 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 85.0000 1,020.00 0.000 0 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING CY 135.0000 3,915.00 0.000 0 (F) WALL) 076 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 270.0000 10,260.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BACKFILL CY 225.0000 5,400.00 0.000 0 (F) 078 ROADSIDE CLEARING LS 65,000.0000 65,000.00 0.000 0 079 ROCK BLANKET SQFT 14.0000 446,600.00 0.000 0 080 WEED GERMINATION SQYD 0.1000 2,370.00 0.000 0 081 CULTIVATION SQYD 74.0000 5,476.00 0.000 0 082 IRON SULFATE (LB) LB 0.5000 460.00 0.000 0 083 RELOCATE WATER METER EA 2,000.0000 18,000.00 0.000 0 084 PACKET FERTILIZER EA 0.1500 585.00 0.000 0 085 SLOW-RELEASE FERTILIZER LB 2.0000 980.00 0.000 0 086 PLANT (GROUP H) EA 0.4000 16,716.00 0.000 0 (F) 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 PLANT (GROUP K) 36" BOX EA 1,075.0000 16,125.00 0.000 0 089 PLANT (GROUP A) EA 8.6000 25,972.00 0.000 0 090 PLANT (GROUP B) EA 24.0000 3,840.00 0.000 0 091 PLANT (GROUP U) EA 130.0000 27,300.00 0.000 0 092 SOD SQYD 18.0000 1,332.00 0.000 0 093 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.000 0 094 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0 095 ROCK MULCH SQFT 3.2500 174,525.00 0.000 0 096 GRAVEL MULCH SQFT 2.5000 20,050.00 0.000 0 097 WOOD MULCH CY 50.0000 106,500.00 0.000 0 098 ROOT BARRIER LF 8.0000 3,680.00 0.000 0 099 TREE GRATE AND FRAME EA 3,200.0000 48,000.00 0.000 0 100 CHECK AND TEST EXISTING IRRIGATION LS 9,000.0000 9,000.00 1.000 9,000 FACILITIES 101 CONTROL AND NEUTRAL CONDUCTORS LS 38,000.0000 38,000.00 0.000 0 102 1" REMOTE CONTROL VALVE EA 525.0000 3,150.00 0.000 0 103 1 1/2" REMOTE CONTROL VALVE EA 580.0000 38,860.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 40 STATION IRRIGATION CONTROLLER AND EA 15,000.0000 15,000.00 0.000 0 ENCLOSURE '66B' 105 40 STATION IRRIGATION CONTROLLER AND EA 25,000.0000 25,000.00 0.000 0 ENCLOSURE '66A' 106 4" SUPPLY LINE (BRIDGE) LF 90.0000 70,290.00 0.000 0 (F) 107 2" RECYCLED WATER CONNECTION ASSEMBLY EA 20,000.0000 20,000.00 0.000 0 AND ENCLOSURE 108 FLOW SENSOR EA 1,500.0000 1,500.00 0.000 0 109 TREE WELL SPRINKLER ASSEMBLY EA 40.0000 9,200.00 0.000 0 110 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 35.0000 9,450.00 0.000 0 111 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.0000 10,400.00 0.000 0 112 POP-UP SPRINKLER ASSEMBLY EA 40.0000 400.00 0.000 0 113 1 1/2" GATE VALVE EA 535.0000 1,070.00 0.000 0 114 2" GATE VALVE EA 565.0000 13,560.00 0.000 0 115 3" GATE VALVE EA 1,100.0000 12,100.00 0.000 0 116 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.2500 50,313.25 0.000 0 (F) LINE) 117 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.2500 23,115.75 0.000 0 (F) (SUPPLY LINE) 118 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 11,300.00 0.000 0 (F) (SUPPLY LINE) 119 2" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 20,702.50 0.000 0 (F) (SUPPLY LINE) 120 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.5000 9,037.50 0.000 0 (F) (SUPPLY LINE) 121 3" PLASTIC PIPE (CLASS 315) LF 8.5000 78,242.50 0.000 0 (F) (SUPPLY LINE) 122 BALL VALVE EA 535.0000 535.00 0.000 0 123 PVC PIPE CONDUIT (SLEEVE) LF 25.0000 6,850.00 0.000 0 (F) 124 10" CORRUGATED HIGH DENSITY LF 100.0000 109,000.00 0.000 0 POLYETHYLENE PIPE CONDUIT 125 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 0.000 0 126 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1000 4,610.00 0.000 0 (SQFT) 127 COMPOST SOCK LF 5.0000 58,000.00 0.000 0 128 HYDROSEED SQFT 0.2000 966.00 0.000 0 129 COMPOST SQFT 0.2000 17,520.00 0.000 0 130 INCORPORATE MATERIALS SQFT 0.0600 2,946.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CLASS 4 AGGREGATE SUBBASE CY 45.0000 31,050.00 0.000 0 132 CLASS 2 AGGREGATE BASE (CY) CY 33.0000 1,019,700.00 1,102.900 36,395 133 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,600.0000 14,400.00 0.000 0 134 HOT MIX ASPHALT (TYPE A) TON 135.0000 2,592,000.00 1,360.030 183,604 135 MINOR HOT MIX ASPHALT TON 150.0000 21,000.00 0.000 0 136 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 132.0000 1,003,200.00 0.000 0 137 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.7500 42,525.00 0.000 0 (PAVING FABRIC) 138 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,020.00 0.000 0 139 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 7,080.00 0.000 0 140 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 117.00 0.000 0 141 PLACE HOT MIX ASPHALT SQYD 24.0000 67,440.00 0.000 0 (MISCELLANEOUS AREA) 142 TACK COAT TON 900.0000 22,500.00 1.410 1,269.00 1.410 1,269 143 JOINTED PLAIN CONCRETE PAVEMENT CY 330.0000 798,600.00 0.000 0 144 JOINT SEAL (ASPHALT RUBBER) LF 2.7500 17,490.00 0.000 0 145 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 15.0000 60,000.00 0.000 0 146 GRIND EXISTING CONCRETE SQYD 11.0000 15,620.00 5,031.000 55,341 PAVEMENT 147 GROUND ANCHOR (SUBHORIZONTAL) EA 2,850.0000 336,300.00 0.000 0 148 STEEL SOLDIER PILE (W 18 X 158) LF 105.0000 12,075.00 0.000 0 149 STEEL SOLDIER PILE (W 14X82) LF 70.0000 3,850.00 0.000 0 150 STEEL SOLDIER PILE (W 12X35) LF 48.0000 2,592.00 0.000 0 151 STEEL SOLDIER PILE (HP 10X42) LF 54.0000 4,590.00 0.000 0 152 STEEL SOLDIER PILE (W 14X48) LF 40.0000 14,800.00 0.000 0 153 24" DRILLED HOLE LF 130.0000 5,330.00 0.000 0 154 20" DRILLED HOLE LF 53.0000 27,030.00 0.000 0 155 30" DRILLED HOLE LF 47.0000 5,405.00 0.000 0 156 FURNISH STEEL PILING (HP 10 X 57) LF 35.0000 57,680.00 1,648.000 57,680 157 DRIVE STEEL PILE (HP 10 X 57) EA 3,550.0000 149,100.00 8.000 28,400.00 8.000 28,400 PROGRAM CAS145 PAGE 7 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,790.0000 336,520.00 0.000 0 PILING 159 36" CAST-IN-DRILLED-HOLE CONCRETE LF 775.0000 69,750.00 0.000 0 PILE (SIGN FOUNDATION) 160 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 26,400.00 0.000 0 PILE (SIGN FOUNDATION) 161 PRESTRESSING CAST-IN-PLACE CONCRETE LS 195,000.0000 195,000.00 0.000 0 162 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 860.0000 44,720.00 0.000 0 (F) 163 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,532,700.00 0.000 0 (F) 164 STRUCTURAL CONCRETE, WALL CY 3,300.0000 42,900.00 0.000 0 (F) 165 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 748,800.00 0.000 0 (F) 166 STRUCTURAL CONCRETE, BOX CULVERT CY 380.0000 85,500.00 0.000 0 (F) 167 MINOR CONCRETE (MINOR STRUCTURE) CY 1,230.0000 87,330.00 0.000 0 (F) 168 MINOR CONCRETE (BACKFILL) CY 210.0000 6,090.00 0.000 0 (F) 169 ARCHITECTURAL TREATMENT SQFT 43.0000 33,411.00 0.000 0 (F) (WOOD BOARD TEXTURE) 170 ARCHITECTURAL TREATMENT SQFT 15.0000 32,595.00 0.000 0 (F) (COBBLESTONE TEXTURE) 171 BRICK PAVERS EA 20.0000 28,400.00 0.000 0 172 RANDOM RIVER ROCK TEXTURE SQFT 4.0000 32,492.00 0.000 0 (F) 173 WALL CAP TEXTURE SQFT 21.0000 28,854.00 0.000 0 (F) 174 DRILL AND BOND DOWEL LF 85.0000 30,940.00 0.000 0 175 CONCRETE (RAPID SETTING) CF 36.0000 235,800.00 0.000 0 176 SOLDIER PILE WALL (PRECAST CONCRETE SQFT 55.0000 41,690.00 0.000 0 (F) PANELS 177 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 530,498.40 18,412.000 14,729 (F) 178 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 163,931.60 0.000 0 (F) 179 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6000 34,080.00 0.000 0 (F) 180 SHOTCRETE CY 580.0000 189,080.00 0.000 0 181 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.2500 89,250.00 0.000 0 (F) 182 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 21,000.00 0.000 0 (F) 183 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 52,000.00 0.000 0 (F) 184 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 6,500.00 0.000 0 (F) PROGRAM CAS145 PAGE 8 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 28,000.00 0.000 0 (F) WITHOUT WALKWAY) 186 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 22,400.00 0.000 0 (F) WITHOUT WALKWAY) 187 METAL (ROADSIDE SIGN) LB 15.0000 9,000.00 0.000 0 188 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 0.000 0 189 ROADSIDE SIGN - TWO POST EA 1,000.0000 9,000.00 0.000 0 190 SIGN POST SUPPORT SYSTEM EA 4,400.0000 96,800.00 0.000 0 191 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 5,200.00 0.000 0 METHOD) 192 INSTALL SIGN OVERLAY SQFT 29.0000 696.00 0.000 0 193 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 39,100.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 194 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 3,990.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,840.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,222.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 4,680.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 198 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 14,750.00 0.000 0 199 TIMBER LAGGING MFBM 3,100.0000 3,100.00 0.000 0 (F) 200 CLEAN AND PAINT STEEL SOLDIER PILING LS 14,000.0000 14,000.00 1.000 14,000.00 1.000 14,000 201 ANTI-GRAFFITI COATING SQFT 2.9000 11,948.00 0.000 0 (F) 202 18" REINFORCED CONCRETE PIPE LF 135.0000 122,850.00 0.000 0 203 24" REINFORCED CONCRETE PIPE LF 115.0000 190,900.00 0.000 0 204 30" REINFORCED CONCRETE PIPE LF 105.0000 50,400.00 0.000 0 205 36" REINFORCED CONCRETE PIPE LF 615.0000 9,225.00 0.000 0 206 48" JACKED REINFORCED CONCRETE PIPE LF 1,100.0000 572,000.00 0.000 0 207 18" CORRUGATED STEEL PIPE (.064" THICK) LF 550.0000 7,700.00 0.000 0 208 3" PLASTIC PIPE UNDERDRAIN LF 15.0000 300.00 0.000 0 209 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 165.0000 14,355.00 0.000 0 (.064" THICK) PROGRAM CAS145 PAGE 9 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 24" CONCRETE FLARED END SECTION EA 1,500.0000 3,000.00 0.000 0 211 48" CONCRETE FLARED END SECTION EA 4,200.0000 8,400.00 0.000 0 212 FLAP GATE EA 4,000.0000 8,000.00 0.000 0 213 ROCK SLOPE PROTECTION CY 100.0000 3,900.00 0.000 0 (F) (NO. 3, METHOD B) (CY) 214 CONCRETE (CHANNEL LINING) CY 500.0000 26,500.00 0.000 0 215 SLOPE PAVING (CONCRETE) CY 750.0000 45,000.00 0.000 0 216 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.7000 864.00 0.000 0 217 MINOR CONCRETE (GUTTER) (LF) LF 28.0000 23,492.00 0.000 0 218 DETECTABLE WARNING SURFACE SQFT 32.0000 19,840.00 0.000 0 219 MINOR CONCRETE (MISCELLANEOUS CY 565.0000 649,750.00 0.000 0 CONSTRUCTION) 220 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 8.6000 209,840.00 0.000 0 CONCRETE) 221 PRE/POST CONSTRUCTION SURVEYS EA 940.0000 28,200.00 0.000 0 222 MISCELLANEOUS IRON AND STEEL LB 1.2500 42,266.25 0.000 0 (F) 223 MANHOLE FRAME AND COVER EA 1,200.0000 3,600.00 3.000 3,600 224 WEATHERING STEEL PLATE EA 55.0000 21,395.00 0.000 0 225 MISCELLANEOUS METAL (RETAINING WALL) LB 75.0000 4,950.00 0.000 0 (F) 226 RELOCATE FIRE HYDRANT EA 18,000.0000 18,000.00 0.000 0 227 REMOVE FIRE HYDRANT EA 3,800.0000 7,600.00 0.000 0 228 INSTALL FIRE HYDRANT EA 9,000.0000 18,000.00 0.000 0 229 REMOVE WATER METER EA 380.0000 1,140.00 0.000 0 230 2" COPPER WATER LINE LF 210.0000 27,300.00 0.000 0 231 6" POLYVINYL CHLORIDE PIPE CONDUIT LF 240.0000 36,000.00 0.000 0 (SLEEVE) 232 ADJUST WATER VALVE EA 900.0000 22,500.00 0.000 0 233 TEMPORARY FENCE (TYPE CL-6) LF 14.0000 31,920.00 0.000 0 234 CHAIN LINK FENCE (TYPE CL-4) LF 22.0000 5,720.00 0.000 0 235 CHAIN LINK FENCE (TYPE CL-6) LF 26.0000 18,200.00 0.000 0 236 16' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 0.000 0 238 MIDWEST GUARDRAIL SYSTEM LF 36.0000 4,680.00 0.000 0 239 CHAIN LINK RAILING LF 94.0000 8,272.00 0.000 0 (F) 240 CHAIN LINK RAILING (TYPE 7) LF 92.0000 83,904.00 0.000 0 (F) 241 TUBULAR HANDRAILING LF 73.0000 35,770.00 0.000 0 (F) 242 PIPE HANDRAILING (TYPE 1) LF 138.0000 6,072.00 0.000 0 (F) 243 PIPE HANDRAILING (TYPE 2) LF 158.0000 3,792.00 0.000 0 (F) 244 PIPE HANDRAILING (TYPE 3) LF 127.0000 15,240.00 0.000 0 (F) 245 PIPE HANDRAILING (TYPE 4) LF 235.0000 9,165.00 0.000 0 (F) 246 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 180.0000 140,220.00 0.000 0 (F) 247 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 300.0000 39,900.00 0.000 0 (F) 248 CONCRETE BARRIER (TYPE 26B MODIFIED) LF 235.0000 10,340.00 0.000 0 (F) 249 CABLE RAILING LF 33.0000 15,378.00 0.000 0 (F) 250 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 17,200.00 0.000 0 251 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 0.000 0 252 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 15,500.00 0.000 0 253 CRASH CUSHION (SC1-100GM) EA 44,000.0000 88,000.00 0.000 0 254 CONCRETE BARRIER (TYPE 60) LF 60.0000 128,400.00 0.000 0 255 CONCRETE BARRIER (TYPE 60C) LF 220.0000 50,600.00 0.000 0 256 CONCRETE BARRIER (TYPE 60D MOD) LF 95.0000 21,850.00 0.000 0 257 CONCRETE BARRIER (TYPE 60G) LF 145.0000 10,150.00 0.000 0 258 CONCRETE BARRIER (TYPE 60GE) LF 245.0000 78,400.00 0.000 0 259 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 260 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 261 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 262 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 263 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 265 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 266 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 267 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 268 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1500 1,365.00 0.000 0 269 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 15,498.00 38,117.000 6,861 270 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.5000 7,125.00 441.000 1,102 271 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 2,870.00 1,020.000 1,020 272 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 7,175.00 434.000 1,085 273 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 0.000 0 (CITY STREET LOCATION 1) 274 SIGNAL AND LIGHTING LS 340,000.0000 340,000.00 0.000 0 (CITY STREET LOCATION 2) 275 SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.000 0 (CITY STREET LOCATION 3) 276 SIGNAL AND LIGHTING LS 220,000.0000 220,000.00 0.000 0 (CITY STREET LOCATION 4) 277 LIGHTING (CITY STREET) LS 150,000.0000 150,000.00 0.000 0 278 INTERCONNECTION CONDUIT AND CABLE (LS) LS 243,000.0000 243,000.00 0.000 0 279 CLOSED CIRCUIT TELEVISION SYSTEM LS 950,000.0000 950,000.00 0.000 0 280 RAMP METERING SYSTEM LS 131,000.0000 131,000.00 0.000 0 281 ELECTRIC SERVICE FOR IRRIGATION LS 113,000.0000 113,000.00 0.000 0 282 MODIFYING EXISTING ELECTRICAL SYSTEM LS 150,785.0000 150,785.00 0.000 0 283 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 284 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,700.0000 389,300.00 0.000 0 (F) 285 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 286 PLANT (GROUP F) EA 0.6500 74,750.00 0.000 0 287 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4000 25,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 288 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 17,370.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 289 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,884.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) PROGRAM CAS145 PAGE 12 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 6,494.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 291 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 6,084.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 292 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 3,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 293 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 204.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 294 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 12,420.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 295 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 296 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 297 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 48.0000 6,720.00 140.000 6,720 298 REMOVE CONCRETE DECK SURFACE SQFT 3.8000 33,185.40 0.000 0 PROGRAM CAS145 PAGE 13 DATE 12/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 09:05 AM ESTIMATE NO. 003 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/17 R.E. NAME: ALSHEIKH JASON DATE OF THIS ESTIMATE 12/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 353,235.00 1,455,509.11 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,585.39 10,585.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 363,820.39 1,466,094.50 299 MOBILIZATION LS 2,870,000.0000 2,870,000.00 0.500 1,435,000.00 0.500 1,435,000 ORIGINAL CONTRACT AMOUNT 30,341,119.95 TOTAL WORK COMPLETED 1,798,820.39 2,901,094.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -3,000.00 TOTAL 1,797,820.39 2,898,094.50 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 07/18/17 750 10/02/17 09/11/17 10/07/20 53 16 0 0 9% 7% PROGRESS IS SATISFACTORY ALSHEIKH JASON RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/17