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 12/21/18 EST. NO. 036 TIME 02:50 PM R.E. NAME: RIHANI, RAIF 04-297624 --------------------------------------------------------------------------- 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 0248 1,697.51 E.W. @ F.A.(+) 072717 N 0379.1 003 0011 2,700.00 E.W. @ F.A.(+) 042418 N 1111.0 013 0001 4,839.74 E.W. @ F.A.(+) 101218 N 094930 0002 6,799.28 101518 N 073450 0003 7,774.13 101618 N 094970 0004 11,852.01 101718 N 094990 0005 9,558.87 101818 N 073470 0006 3,599.21 101918 N 073490 0007 4,842.65 102218 N 070490 0008 3,022.93 102318 N 073530 0009 3,022.93 102418 N 070510 0011 2,559.48 102618 N 073560 0012 400.53 102918 N 085620 0013 400.53 103018 N 085660 0015 400.53 110118 N 085740 0016 400.53 110218 N 073590 0017 2,059.00 110518 N 085760 0018 2,059.00 110618 N 085810 0019 2,941.16 110718 N 085840 0020 2,439.44 110918 N 073640 0021 128,633.79 E.W. @ L.S.(+) 121218 N 1064.0 0022 239.25 E.W. @ F.A.(+) 112018 N 1107.0 014 0016 10,107.29 E.W. @ F.A.(+) 060618 N 0918.1 0017 12,115.09 060718 N 0920.1 0018 5,902.80 061317 N 0276.0 0019 11,377.36 061417 N 0279.0 0025 1,811.91 061317 N 000460 0026 3,392.56 061317 N 0277.1 0027 7,105.93 061517 N 0280.1 020 0005 3,886.14 E.W. @ F.A.(+) 090518 Y 0882.0 0007 4,096.39 090718 Y 0885.0 036 0015 240,510.00 E.W. @ L.S.(+) 122018 N 0015 0 043 0034 6,659.04 E.W. @ F.A.(+) 083018 N 0999.0 0035 15,105.21 082918 N 0942.1 0036 9,703.56 091918 N 0977.1 054 0006 17,136.63 E.W. @ F.A.(+) 120118 N 1110.0 059 0008 1,756.06 E.W. @ F.A.(+) 092518 N 1108.0 069 0100 1,524.99 E.W. @ F.A.(+) 103118 N 085680 0101 14,998.26 092918 N 0988.0 0102 6,271.96 100118 N 0989.0 0103 2,865.30 101118 N 0990.0 0104 1,605.44 091418 N 0991.0 0105 935.24 102418 N 070520 0106 1,079.52 110618 N 085820 0107 3,225.75 100818 N 000000 0108 1,455.50 102318 N 073510 0109 1,776.92 110818 N 073610 0110 1,601.39 111418 N 086020 0111 2,749.13 112818 N 086080 075 0050 4,237.18 E.W. @ F.A.(+) 092018 N 0978.0 077 0013 7,677.35 E.W. @ F.A.(+) 091618 N 0979.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/21/18 EST. NO. 036 TIME 02:50 PM R.E. NAME: RIHANI, RAIF 04-297624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0014 4,006.74 091718 N 0980.0 608,919.14 TOTAL THIS ESTIMATE 5,541,577.60 TOTAL PREVIOUS ESTIMATE 6,150,496.74 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 12/21/18 EST. NO. 036 TIME 02:50 PM R.E. NAME: RIHANI, RAIF 04-297624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SEPT.SCEDULE(SL#696) -213,096.78 021 OCT.SCHEDULE(SL#722) -250,659.07 022 SEPT.SCHEDULE(SL#696 213,096.78 022 OCT.SCHEDULE(SL#722) 250,659.07 024 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 LOCATION PROGRESS ESTIMATE 04-ALA-84-22.9/25.7 ----------------- DESILVA GATES CONSTRUCTION IN ALAMEDA COUNTY IN AND NEAR LIVER PAT GERHARDS MORE AND PLEASANTON FROM .1 MILE SO 11555 DUBLIN BLVD TH OF RUBY HILL DRIVE TO 0.6 MILE DUBLIN CA 94568-2909 NORTH OF CONCANNON BLVD. FED. AID NO. STP-P084(42)E EXPRESSWAY WIDENING - SEGMENT 2 SOU ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.931 3,724 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,800.0000 1,900,000.00 39.000 148,200.00 539.000 2,048,200 004 TEMPORARY TIMBER CONSTRUCTION MAT LS 25,000.0000 25,000.00 1.000 25,000 005 GROUND SURFACE MONITORING PROGRAM LS 20,000.0000 20,000.00 1.000 20,000 006 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 008 TYPE III BARRICADE EA 100.0000 2,200.00 22.000 2,200.00 37.000 3,700 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,000.00 50.000 1,750.00 200.000 7,000 010 PORTABLE DELINEATOR EA 25.0000 400.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,000.0000 1,000.00 1.000 1,000 012 TEMPORARY RAILING (TYPE K) LF 8.0000 268,000.00 33,500.000 268,000 013 TEMPORARY CRASH CUSHION MODULE EA 200.0000 30,000.00 28.000 5,600.00 178.000 35,600 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,500.0000 32,500.00 13.000 32,500 015 TEMPORARY TRAFFIC SCREEN LF 3.0000 87,000.00 5,390.000 16,170.00 27,860.000 83,580 016 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 017 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 35,000.00 3.000 1,500.00 28.000 14,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 15,000.00 39.000 11,700 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 022 MOVE-IN/MOVE-OUT EA 400.0000 8,800.00 8.000 3,200 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 30,100.00 159,753.000 79,876 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 3.0000 2,040.00 5,450.000 16,350 025 TEMPORARY CHECK DAM LF 5.0000 1,250.00 50.000 250.00 250.000 1,250 026 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 34,000.00 170.000 34,000 027 TEMPORARY FIBER ROLL LF 3.0000 34,200.00 11,842.000 35,526 028 TEMPORARY REINFORCED SILT FENCE LF 5.0000 118,500.00 4,251.000 21,255.00 23,700.000 118,500 029 TEMPORARY SILT FENCE LF 3.0000 30,300.00 5,810.000 17,430 030 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 40,000.00 3.000 6,000.00 11.000 22,000 031 TEMPORARY CONSTRUCTION ROADWAY SQYD 10.0000 890.00 0.000 0 032 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 033 TEMPORARY DEWATERING AND NON STORM LS 25,000.0000 25,000.00 1.000 25,000 WATERDISCHARGE CONTROL SYSTEM 034 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 33,000.00 10.000 3,000.00 100.000 30,000 036 WATER QUALITY MONITORING REPORT EA 1,000.0000 5,000.00 5.000 5,000 037 TEMPORARY FENCE (TYPE ESA) LF 3.0000 930.00 0.000 0 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 19,560.00 16,387.000 6,554.80 48,900.000 19,560 STRIPE (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 0.0500 1,600.00 40,360.000 2,018 040 NOISE MONITORING LS 1,000.0000 1,000.00 0.000 0 041 ABANDON CULVERT (LF) LF 10.0000 23,700.00 2,571.900 25,719 042 ABANDON INLET EA 500.0000 500.00 4.000 2,000 043 REMOVE FENCE LF 1.0000 13,900.00 266.000 266.00 12,350.000 12,350 044 REMOVE GATE EA 100.0000 1,300.00 10.000 1,000.00 13.000 1,300 045 REMOVE BOLLARD EA 100.0000 1,100.00 16.000 1,600 046 REMOVE GUARDRAIL LF 5.0000 15,950.00 3,321.500 16,607 047 REMOVE FLARED END SECTION EA 200.0000 200.00 2.000 400 048 REMOVE IRRIGATION FACILITY LS 1,000.0000 1,000.00 0.000 0 049 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 58,000.00 145,000.000 58,000 PROGRAM CAS145 PAGE 3 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 5,190.00 5,190.000 5,190 051 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,240.00 35,719.610 14,287 052 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 6,060.00 4,039.000 6,058 053 REMOVE PAVEMENT MARKER EA 1.0000 2,940.00 2,940.000 2,940 054 REMOVE ROADSIDE SIGN EA 50.0000 2,450.00 49.000 2,450 055 REMOVE ROADSIDE SIGN EA 50.0000 1,150.00 23.000 1,150 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE OVERSIDE DRAIN EA 250.0000 500.00 2.000 500 057 REMOVE CULVERT (LF) LF 10.0000 42,500.00 3,758.200 37,582 058 REMOVE INLET EA 500.0000 15,500.00 31.000 15,500 059 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000 060 REMOVE MANHOLE EA 1,000.0000 15,000.00 16.000 16,000 061 REMOVE BASE AND SURFACING CY 5.0000 11,850.00 448.000 2,240.00 2,370.000 11,850 062 SALVAGE IRRIGATION FACILITY LS 500.0000 500.00 1.000 500.00 1.000 500 063 RELOCATE MAILBOX EA 250.0000 250.00 0.000 0 064 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 2,000.00 5.000 1,000 065 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 600.00 1.000 300.00 1.000 300 066 ADJUST INLET EA 2,000.0000 26,000.00 0.000 0 067 ADJUST MANHOLE EA 4,000.0000 4,000.00 1.000 4,000 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 36,840.00 13,703.000 54,812 069 REMOVE CONCRETE (CY) CY 50.0000 11,500.00 230.000 11,500 070 REMOVE UNSOUND CONCRETE CF 200.0000 2,200.00 0.000 0 071 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 6.0000 16,140.00 4,375.000 26,250 072 FURNISH POLYESTER CONCRETE OVERLAY CF 40.0000 72,800.00 705.630 28,225 073 PLACE POLYESTER CONCRETE OVERLAY SQFT 10.0000 43,750.00 4,375.000 43,750 (F) 074 SAND BACKFILL CY 150.0000 73,500.00 416.400 62,460 075 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 1.000 500 076 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 4 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING (LS) LS 215,000.0000 215,000.00 0.750 161,250 078 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.250 6,250.00 1.000 25,000 079 ROADWAY EXCAVATION CY 20.0000 2,826,000.00 141,300.000 2,826,000 080 STRUCTURE EXCAVATION CY 20.0000 69,120.00 3,456.000 69,120 (F) 081 STRUCTURE EXCAVATION (BRIDGE) CY 70.0000 60,830.00 869.000 60,830 (F) 082 STRUCTURE EXCAVATION (TYPE A) CY 200.0000 27,600.00 138.000 27,600 (F) 083 STRUCTURE EXCAVATION (TYPE D) CY 150.0000 59,850.00 399.000 59,850 (F) 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 101,560.00 117.000 2,340.00 5,078.000 101,560 (F) 085 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 61,720.00 3,086.000 61,720 (F) 086 STRUCTURE BACKFILL CY 40.0000 18,560.00 464.000 18,560 (F) 087 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 40,200.00 1,005.000 40,200 (F) 088 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 161,520.00 1,818.000 72,720.00 4,038.000 161,520 (F) 089 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 40.0000 4,920.00 123.000 4,920 (F) 090 DITCH EXCAVATION CY 20.0000 37,000.00 1,848.000 36,960 091 TEMPORARY SHORING (SQFT) SQFT 15.0000 138,450.00 12,704.000 190,560 092 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 1,000.00 0.000 0 CLASS A1 093 ROADSIDE CLEARING LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 094 PRUNE EXISTING PLANTS LS 5,000.0000 5,000.00 0.000 0 095 WEED GERMINATION SQYD 1.0000 1,400.00 0.000 0 096 CULTIVATION SQYD 1.0000 1,400.00 0.000 0 097 SOIL AMENDMENT CY 40.0000 3,000.00 0.000 0 098 ORGANIC FERTILIZER LB 5.0000 375.00 0.000 0 099 PACKET FERTILIZER EA 1.0000 1,490.00 0.000 0 100 PLANT (GROUP H) EA 10.0000 2,400.00 0.000 0 101 PLANT (GROUP I) EA 5.0000 11,250.00 0.000 0 102 PLANT (GROUP K) EA 300.0000 1,200.00 0.000 0 103 PLANT (GROUP A) EA 20.0000 720.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT (GROUP B) EA 25.0000 15,000.00 0.000 0 105 MAINTAIN EXISTING PLANTED AREAS LS 1,000.0000 1,000.00 0.500 500 106 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0 107 WOOD MULCH CY 40.0000 26,400.00 300.000 12,000 108 FOLIAGE PROTECTOR EA 25.0000 6,000.00 0.000 0 109 CHECK AND TEST EXISTING IRRIGATION LS 2,000.0000 2,000.00 0.000 0 FACILITIES 110 OPERATE EXISTING IRRIGATION FACILITIES LS 1,000.0000 1,000.00 0.000 0 111 CONTROL AND NEUTRAL CONDUCTORS LS 20,000.0000 20,000.00 0.000 0 112 1" REMOTE CONTROL VALVE EA 500.0000 2,000.00 0.000 0 113 1 1/2" REMOTE CONTROL VALVE EA 500.0000 2,500.00 0.000 0 114 1" WYE STRAINER ASSEMBLY EA 400.0000 2,000.00 0.000 0 115 1 1/2" WYE STRAINER ASSEMBLY EA 400.0000 800.00 0.000 0 116 2" SUPPLY LINE (BRIDGE) LF 60.0000 7,260.00 0.000 0 (F) 117 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,000.0000 1,000.00 0.000 0 118 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 50.0000 200.00 0.000 0 119 RISER SPRINKLER ASSEMBLY EA 12.0000 7,080.00 0.000 0 120 POP-UP SPRINKLER ASSEMBLY EA 30.0000 2,250.00 0.000 0 121 3" GATE VALVE EA 500.0000 1,000.00 0.000 0 122 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 8,880.00 0.000 0 (F) LINE) 123 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 1,575.00 0.000 0 (F) LINE) 124 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 825.00 0.000 0 (F) (SUPPLY LINE) 125 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 1,540.00 0.000 0 (F) (SUPPLY LINE) 126 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 2,700.00 0.000 0 (F) (SUPPLY LINE) 127 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 15,560.00 0.000 0 (F) (SUPPLY LINE) 128 3" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 27,232.00 0.000 0 (F) (SUPPLY LINE) 129 QUICK COUPLING VALVE EA 350.0000 2,450.00 0.000 0 130 BALL VALVE EA 350.0000 2,450.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 8" CORRUGATED HIGH DENSITY LF 30.0000 51,300.00 578.000 17,340 POLYETHYLENE PIPE CONDUIT 132 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,500.00 4.000 2,000 133 IMPORTED BIOFILTRATION SOIL (CY) CY 50.0000 55,000.00 1,042.000 52,100 134 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 59,600.00 175,355.000 70,142 135 HYDROMULCH SQFT 0.0200 12,640.00 322,736.000 6,454.72 636,170.000 12,723 136 FIBER ROLLS LF 2.5000 31,000.00 5,661.000 14,152.50 14,207.000 35,517 137 STRAW SQFT 0.0200 9,660.00 322,736.000 6,454.72 544,118.000 10,882 138 HYDROSEED SQFT 0.0400 25,280.00 322,736.000 12,909.44 636,170.000 25,446 139 COMPOST SQFT 0.1000 63,200.00 322,736.000 32,273.60 636,170.000 63,617 140 INCORPORATE MATERIALS SQFT 0.0400 4,040.00 0.000 0 141 CLASS 3 AGGREGATE SUBBASE CY 15.0000 65,700.00 4,380.000 65,700 142 CLASS 4 AGGREGATE SUBBASE CY 15.0000 366,000.00 24,728.000 370,920 143 AGGREGATE BASE CY 40.0000 6,000.00 0.000 0 144 CLASS 2 AGGREGATE BASE (CY) CY 30.0000 813,000.00 27,999.000 839,970 145 ASPHALT TREATED PERMEABLE BASE CY 90.0000 242,100.00 2,690.530 242,147 146 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 0.000 0 147 PRIME COAT TON 750.0000 54,000.00 0.000 0 148 HOT MIX ASPHALT (TYPE A) TON 60.0000 4,050,000.00 68,286.280 4,097,176 149 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 1,280,000.00 14,764.900 1,181,192 150 SHOULDER RUMBLE STRIP STA 15.0000 5,850.00 390.000 5,850 (HMA,GROUND-IN INDENTATIONS) 151 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 152 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 7,620.00 1,285.000 2,570 153 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,000.00 992.000 1,984 154 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 5,640.00 2,919.000 5,838 155 PLACE HOT MIX ASPHALT SQYD 500.0000 500.00 0.000 0 (MISCELLANEOUS AREA) 156 TACK COAT TON 1.0000 160.00 0.000 0 157 SOIL NAIL LF 18.0000 763,200.00 43,218.000 777,924 PROGRAM CAS145 PAGE 7 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MECHANICALLY STABILIZED EMBANKMENT SQFT 50.0000 995,000.00 19,900.000 995,000 (F) 159 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 180,000.00 900.000 180,000 160 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 124,000.00 620.000 124,000 161 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 1.000 50,000 162 SEAL COURSE CONCRETE CY 200.0000 7,600.00 38.000 7,600 163 STRUCTURAL CONCRETE CY 400.0000 227,600.00 569.000 227,600 (F) 164 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 121,600.00 304.000 121,600 (F) 165 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 296,000.00 740.000 296,000 (F) 166 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 1,130,000.00 2,781.000 1,112,400 (F) 167 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 192,000.00 480.000 192,000 (F) 168 STRUCTURAL CONCRETE, APPROACH SLAB CY 400.0000 47,200.00 118.000 47,200 (F) (TYPE N) 169 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 70,400.00 88.000 70,400 (TYPE R) 170 STRUCTURAL CONCRETE, HEADWALL CY 1,000.0000 46,000.00 46.000 46,000 (F) 171 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 333,600.00 417.000 333,600 (F) 172 GRAPE VINE TEXTURE SQFT 14.0000 259,280.00 18,520.000 259,280 (F) 173 ROUNDED RIVER ROCK TEXTURE SQFT 14.0000 122,038.00 8,717.000 122,038 (F) 174 DRILL AND PRESSURE GROUT REINFORCEMENT LF 20.0000 2,800.00 140.000 2,800 175 DRILL AND BOND DOWEL LF 20.0000 5,800.00 105.500 2,110.00 555.500 11,110 176 JOINT SEAL (MR 1/2") LF 30.0000 5,700.00 190.000 5,700 177 JOINT SEAL (MR 1") LF 40.0000 1,720.00 43.000 1,720 178 BAR REINFORCING STEEL LB 1.0400 153,352.16 6,146.000 6,391.84 147,454.000 153,352 (F) 179 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 359,295.00 359,295.000 359,295 (F) 180 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 437,494.00 429,868.000 429,868 (F) 181 HEADED BAR REINFORCEMENT EA 35.0000 5,040.00 144.000 5,040 (F) 182 STRUCTURAL SHOTCRETE CY 850.0000 349,350.00 421.000 357,850 (F) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 15,900.00 155.180 2,327.70 735.250 11,028 (0.063"-UNFRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 740.00 0.130 2.60 47.000 940 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,650.00 40.000 1,000.00 134.000 3,350 (0.063"-FRAMED) 186 METAL (BARRIER MOUNTED SIGN) LB 15.0000 11,400.00 141.000 2,115.00 658.000 9,870 187 ROADSIDE SIGN - ONE POST EA 200.0000 22,000.00 9.000 1,800.00 103.000 20,600 188 ROADSIDE SIGN - TWO POST EA 250.0000 2,000.00 3.000 750.00 7.000 1,750 189 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 600.00 4.000 400 METHOD) 190 INSTALL SIGN (PEDESTRIAN BARRICADE) EA 600.0000 2,400.00 1.000 600 191 PREPARE AND PAINT CONCRETE SQFT 20.0000 940.00 13.000 260.00 47.000 940 192 ANTI-GRAFFITI COATING LS 25,000.0000 25,000.00 0.000 0 (F) 193 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 50.0000 133,500.00 2,628.600 131,430 194 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.0000 348,000.00 7,052.900 352,645 195 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 500.0000 1,500.00 170.000 85,000 196 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 184,200.00 2,842.800 170,568 197 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 75.0000 78,750.00 1,041.500 78,112 198 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 75.0000 150,000.00 1,858.400 139,380 199 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 90.0000 52,200.00 609.500 54,855 200 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 90.0000 86,400.00 1,021.000 91,890 201 42" ALTERNATIVE PIPE CULVERT LF 100.0000 360,000.00 3,729.950 372,995 202 18" TEMPORARY ALTERNATIVE SLOTTED PIPE LF 50.0000 44,000.00 0.000 0 203 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 92,100.00 443.300 132,990 (F) 204 12" TEMPORARY CULVERT LF 150.0000 3,150.00 0.000 0 205 18" TEMPORARY CULVERT LF 100.0000 8,300.00 0.000 0 206 4" NON-PERFORATED PLASTIC PIPE LF 50.0000 8,000.00 160.000 8,000 UNDERDRAIN 207 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 14,400.00 1,490.000 14,900 208 6" NON-PERFORATED PLASTIC PIPE LF 10.0000 2,380.00 238.000 2,380 UNDERDRAIN 209 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 74,000.00 2,960.000 74,000 210 8" NON-PERFORATED PLASTIC PIPE LF 25.0000 24,000.00 960.000 24,000 UNDERDRAIN 211 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 122,000.00 12,200.000 122,000 PROGRAM CAS145 PAGE 9 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 25.0000 29,500.00 1,180.000 29,500 213 PERMEABLE MATERIAL (BLANKET) CY 50.0000 48,850.00 976.900 48,845 (F) 214 DRAINAGE INLET MARKER EA 40.0000 6,400.00 0.000 0 215 36" CORRUGATED STEEL PIPE INLET LF 500.0000 4,000.00 7.900 3,950 (.168" THICK) 216 10" WELDED STEEL PIPE (.250" THICK) LF 160.0000 33,600.00 210.000 33,600 217 12" WELDED STEEL PIPE (.134" THICK) LF 500.0000 45,500.00 47.600 23,800 218 18" WELDED STEEL PIPE (.134" THICK) LF 500.0000 32,000.00 3.000 1,500 219 18" WELDED STEEL PIPE (.375" THICK) LF 500.0000 35,000.00 0.000 0 220 20" WELDED STEEL PIPE LF 210.0000 46,200.00 220.000 46,200 (0.250" THICK) 221 30" WELDED STEEL PIPE LF 260.0000 54,600.00 210.000 54,600 (0.250" THICK) 222 15" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 223 18" ALTERNATIVE FLARED END SECTION EA 1,000.0000 12,000.00 12.000 12,000 224 30" ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000 225 AUTOMATIC DRAINAGE GATE EA 15,000.0000 30,000.00 2.000 30,000 226 INLET DEPRESSION EA 500.0000 8,000.00 6.000 3,000.00 6.000 3,000 227 ROCK SLOPE PROTECTION CY 125.0000 67,500.00 540.000 67,500 (F) (1/4 T, METHOD B) (CY) 228 ROCK SLOPE PROTECTION CY 125.0000 64,000.00 512.000 64,000 (F) (LIGHT, METHOD B) (CY) 229 ROCK SLOPE PROTECTION (1T, METHOD B) CY 100.0000 139,000.00 1,390.000 139,000 (F) 230 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 125.0000 21,625.00 173.000 21,625 (F) (CY) 231 GABION CY 300.0000 6,000.00 10.000 3,000.00 20.000 6,000 (F) 232 FILTER FABRIC SQYD 2.0000 880.00 0.000 0 233 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 4,240.00 2,120.000 4,240 234 MINOR CONCRETE (GUTTER) (LF) LF 30.0000 51,600.00 1,720.000 51,600 235 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 102,000.00 61.000 36,600.00 170.000 102,000 CONSTRUCTION) 236 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 13,400.00 1,340.000 13,400 237 PRE/POST CONSTRUCTION SURVEYS LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 238 MISCELLANEOUS IRON AND STEEL LB 2.0000 92,018.00 47,244.600 94,489 (F) PROGRAM CAS145 PAGE 10 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MISCELLANEOUS IRON AND STEEL LB 2.0000 27,000.00 13,500.000 27,000 (SEWER SYSTEM) 240 RIGID RAIL FALL PROTECTION SYSTEM EA 5,000.0000 80,000.00 0.000 0 241 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 15,568.00 1,946.000 15,568 (F) 242 ABANDON SEWER LINE LF 10.0000 63,300.00 6,288.000 62,880 243 REMOVE CITY OF LIVERMORE SEWER MANHOLE EA 2,000.0000 42,000.00 21.000 42,000 244 ABANDON WATERLINE LF 10.0000 28,000.00 2,788.000 27,880 245 ABANDON EXIST BUTTERFLY VALVE (ZONE 7) EA 2,000.0000 2,000.00 1.000 2,000 246 REMOVE 24" GAS PIPE LF 30.0000 11,100.00 757.000 22,710 247 SAND BACKFILL (ABANDON SEWER) CY 150.0000 43,500.00 292.500 43,875 248 30" WELDED STEEL PIPE CASING LF 400.0000 76,000.00 10.000 4,000.00 190.000 76,000 (0.5"THICK) 249 JACKED 24" WELDED STEEL PIPE CASING LF 800.0000 176,000.00 217.000 173,600 (0.375"THICK) 250 JACKED 30" WELDED STEEL PIPE CASING LF 1,000.0000 180,000.00 180.000 180,000 (0.5"THICK) 251 8" PVC (SDR35) SEWER PIPE LF 150.0000 33,000.00 248.000 37,200 252 15" PVC (SDR35) SEWER PIPE LF 100.0000 131,000.00 1,304.000 130,400 253 18" PVC (SDR35) SEWER PIPE LF 120.0000 488,400.00 4,469.340 536,320 254 18" HDPE SEWER PIPE LF 200.0000 42,000.00 209.500 41,900 255 SEWER MANHOLE (TYPE I) EA 4,000.0000 124,000.00 31.000 124,000 256 4' X 10' UTILITY VAULT (SEWER SYSTEM) EA 20,000.0000 40,000.00 2.000 40,000 257 REMOVE EXISTING COMBINATION AIR AND EA 2,500.0000 7,500.00 3.000 7,500 VACUUM RELEASE VALVE (ZONE 7) 258 REMOVE EXISTING CATHODIC PROTECTION EA 1,500.0000 6,000.00 4.000 6,000 TESTSTATION (ZONE 7) 259 REMOVE EXISTING BLOWOFF VALVE (ZONE 7) EA 1,500.0000 1,500.00 1.000 1,500 260 3/4" COMBINATION AIR RELEASE VALVE EA 5,000.0000 5,000.00 1.000 5,000 261 4' X 10' UTILITY VAULT EA 30,000.0000 60,000.00 2.000 60,000 262 12" DIP WATER LINE (CALWATER) LF 90.0000 161,100.00 1,500.000 135,000 263 16" DIP WATER LINE (COP) LF 160.0000 136,000.00 841.000 134,560 264 8" DIP WATER LINE (CALWATER) LF 100.0000 2,000.00 20.000 2,000 265 CEMENT MORTAR LINED AND CEMENT MORTAR LF 160.0000 40,000.00 262.000 41,920 COATED STEEL PIPE (CL&C) PROGRAM CAS145 PAGE 11 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 36" BUTTERFLY VALVE (ZONE 7) EA 50,000.0000 50,000.00 1.000 50,000 267 COMBINATION AIR AND VACUUM RELEASE EA 10,000.0000 30,000.00 3.000 30,000 VALVE (ZONE 7) 268 CATHODIC PROTECTION TEST STATION EA 3,000.0000 12,000.00 4.000 12,000 (ZONE 7) 269 BLOWOFF VALVE (ZONE 7) EA 10,000.0000 10,000.00 1.000 10,000 270 CONNECT TO EXISTING WATER LINE EA 20,000.0000 80,000.00 4.000 80,000 271 6" PVC CONDUIT (PG&E ELECTRIC PRIMARY) LF 10.0000 45,600.00 4,560.000 45,600 272 4" PVC CONDUIT (PG&E ELECTRIC SECONDARY) LF 5.0000 3,600.00 720.000 3,600 273 2" PVC CONDUIT (PG&E ELECTRIC SECONDARY) LF 2.0000 40.00 20.000 40 274 4" PVC CONDUIT (AT&T TELEPHONE) LF 5.0000 30,950.00 0.000 0 275 DIRECTIONAL BORE WITH 16" CASING LF 165.0000 56,100.00 340.000 56,100 276 JACKED 20" WELDED STEEL PIPE CASING LF 900.0000 117,000.00 130.000 117,000 277 NUMBER 6 PG&E BOX (4'X 6') EA 12,500.0000 25,000.00 2.000 25,000 278 NUMBER 7 PG&E BOX (4.5' X 8.5') EA 11,000.0000 88,000.00 8.000 88,000 279 NUMBER 2 PG&E BOX (1.5' X 2.5') EA 1,500.0000 3,000.00 2.000 3,000 280 AT&T BOX (2.5' X 5') EA 3,000.0000 6,000.00 0.000 0 281 AT&T BOX (2.5' X 4') EA 2,500.0000 10,000.00 0.000 0 282 PG&E PM CAPACITOR PAD (6.8' X 6') EA 3,500.0000 3,500.00 1.000 3,500 283 PG&E PM TRANSFORMER BOX PAD (3' X 4.3') EA 3,000.0000 3,000.00 1.000 3,000 284 PG&E PM INTERRUPTER PAD (4' X 4') EA 3,500.0000 3,500.00 1.000 3,500 285 6" STEEL CONDUIT (PG&E ELECTRIC PRIMARY) LF 185.0000 103,600.00 400.000 74,000 286 TRENCHING AND BACKFILL (JOINT TRENCH) CY 185.0000 270,100.00 1,460.000 270,100 287 ARCHITECTURAL CONCRETE CY 2,000.0000 14,000.00 7.000 14,000 288 STONE VENEER SQFT 10.0000 3,650.00 365.000 3,650 (F) 289 CITY OF LIVERMORE FIELD INLET EA 5,000.0000 20,000.00 4.000 20,000 290 CITY OF LIVERMORE CURB INLET EA 5,000.0000 15,000.00 5.000 25,000 291 CITY OF LIVERMORE MANHOLE (TYPE I) EA 4,000.0000 8,000.00 0.000 0 292 CITY OF LIVERMORE MANHOLE (TYPE II) EA 8,000.0000 96,000.00 11.000 88,000 PROGRAM CAS145 PAGE 12 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 JACKED 18" REINFORCED CONCRETE PIPE LF 650.0000 46,800.00 72.000 46,800 (CLASS II) 294 JACKED 30" REINFORCED CONCRETE PIPE LF 1,000.0000 150,000.00 165.700 165,700 (CLASS II) 295 JACKED 36" REINFORCED CONCRETE PIPE LF 1,100.0000 82,500.00 40.000 44,000 (CLASS III) 296 JACKED 42" REINFORCED CONCRETE PIPE LF 1,200.0000 70,800.00 70.000 84,000 (CLASS III) 297 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 18.0000 193,320.00 1,227.000 22,086.00 11,138.000 200,484 298 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 18.0000 128,700.00 2,937.000 52,866.00 4,865.000 87,570 299 WOOD IMITATION CONCRETE FENCE LF 100.0000 27,000.00 55.000 5,500.00 55.000 5,500 300 12' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 14,000.00 3.000 3,000.00 15.000 15,000 301 20' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 4,000.00 0.000 0 302 DELINEATOR (CLASS 1) EA 40.0000 1,400.00 0.000 0 303 MILEPOST MARKER EA 40.0000 240.00 0.000 0 304 OBJECT MARKER EA 40.0000 8,800.00 0.000 0 305 SPECIAL MARKER EA 50.0000 1,400.00 9.000 450.00 9.000 450 306 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 27,000.00 1,253.000 37,590 307 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 43,600.00 1,030.000 41,200 308 CHAIN LINK RAILING (TYPE 7) LF 75.0000 28,050.00 374.000 28,050 (F) 309 WILDLIFE PASSAGE WAY (TYPE S) EA 125.0000 2,500.00 13.000 1,625 310 TUBULAR BICYCLE RAILING LF 150.0000 22,650.00 151.000 22,650 (F) 311 CABLE RAILING LF 25.0000 9,725.00 389.000 9,725 (F) 312 TRANSITION RAILING (TYPE WB-31) EA 3,000.0000 45,000.00 13.000 39,000 313 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 32,500.00 10.000 25,000 314 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500 315 CRASH CUSHION (TYPE SCL-100GM) EA 30,000.0000 150,000.00 4.000 120,000 316 CONCRETE BARRIER (TYPE 60P) LF 250.0000 45,000.00 12.000 3,000.00 180.000 45,000 317 CONCRETE BARRIER (TYPE 60) LF 45.0000 504,000.00 548.000 24,660.00 11,200.000 504,000 318 CONCRETE BARRIER (TYPE 60A) LF 50.0000 9,000.00 180.000 9,000 (F) 319 CONCRETE BARRIER (TYPE 60C) LF 80.0000 598,400.00 1,213.250 97,060.00 7,480.000 598,400 PROGRAM CAS145 PAGE 13 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 CONCRETE BARRIER (TYPE 60D) LF 75.0000 129,000.00 2,020.000 151,500 321 CONCRETE BARRIER (TYPE 60G) LF 125.0000 57,500.00 460.000 57,500 322 CONCRETE BARRIER (TYPE 736A) LF 75.0000 79,275.00 1,178.280 88,371 (F) 323 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 75.0000 112,725.00 1,503.000 112,725 (F) 324 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 25,200.00 6,845.000 27,380 325 PAINT TRAFFIC STRIPE (1-COAT) LF 0.5000 72,500.00 101,693.120 50,846 326 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 2,060.00 0.000 0 327 PAINT PAVEMENT MARKING (1-COAT) SQFT 2.0000 10,380.00 5,713.000 11,426 328 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 41,790.00 59,700.000 41,790 (ENHANCED WET NIGHT VISIBILITY) 329 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 140.00 280.000 140 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 330 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 14,800.00 29,600.000 14,800 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 331 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 22,120.00 27,472.000 19,230 (ENHANCED WET NIGHT VISIBILITY) 332 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,180.00 637.000 637 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 333 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 8,070.00 5,756.000 5,756 (ENHANCED WET NIGHT VISIBILITY) 334 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,040.00 520.000 1,040 335 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 12,040.00 1,719.000 6,876 336 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.200 500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 337 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 1.000 200,000 338 SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 1.000 200,000 339 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 1.000 200,000 340 SIGNAL AND LIGHTING (LOCATION 4) LS 200,000.0000 200,000.00 1.000 200,000 341 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 500,000.0000 500,000.00 1.000 500,000 342 EMERGENCY VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 343 INTERCONNECTION CONDUIT AND CABLE (LS) LS 100,000.0000 100,000.00 1.000 100,000 344 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.950 23,750 (LOCATION 1) PROGRAM CAS145 PAGE 14 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 345 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 1.000 25,000 (LOCATION 2) 346 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 1.000 25,000 (LOCATION 3) 347 TRAFFIC OPERATIONS SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 15 DATE 12/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297624 TIME 02:50 PM ESTIMATE NO. 036 BID OPENING 06/25/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/18 R.E. NAME: RIHANI, RAIF DATE OF THIS ESTIMATE 12/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 664,819.92 30,960,030.47 ADJUSTMENT OF COMPENSATION 0.00 129,490.63 EXTRA WORK 608,919.14 6,021,006.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,273,739.06 37,110,527.21 348 MOBILIZATION LS 3,230,000.0000 3,230,000.00 1.000 3,230,000 ORIGINAL CONTRACT AMOUNT 34,721,242.16 TOTAL WORK COMPLETED 1,273,739.06 40,340,527.21 MATERIALS ON HAND ON SITE 44,163.58 DEDUCTIONS 0.00 0.00 TOTAL 1,273,739.06 40,384,690.79 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 10/20/15 700 11/10/15 11/10/15 12/28/18 539 133 44 0 95% 72% PROGRESS IS SATISFACTORY RIHANI, RAIF RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/18