PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 03/23/20 EST. NO. 010 TIME 01:33 PM R.E. NAME: PATENIA, DANILO 04-2J1004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0001 118,584.00 E.W. @ L.S.(+) 032020 N 0001.0 0002 167,031.20 A.C. @ L.S.(+) 032020 N 0002.0 285,615.20 TOTAL THIS ESTIMATE 33,269.13 TOTAL PREVIOUS ESTIMATE 318,884.33 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/23/20 EST. NO. 010 TIME 01:33 PM R.E. NAME: PATENIA, DANILO 04-2J1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 LOCATION PROGRESS ESTIMATE 04-NAP-29-11.4/11.4 ----------------- O.C. JONES & SONS, INC. IN NAPA COUNTY IN NAPA AT 1520 FOURTH STREET NORTHBOUND RAMPS, FIRST STREET, BERKELEY CA 94710 SECOND STREET AND CALIFORNIA BLVD FED. AID NO. SNHG-P029(142)E CONSTRUCT ROUNDABOUT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 003 TIME-RELATED OVERHEAD (LS) LS 500,000.0000 500,000.00 0.080 40,000.00 0.960 480,000 004 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.700 18,900 005 TRAFFIC CONTROL SYSTEM LS 240,000.0000 240,000.00 0.080 19,200.00 0.960 230,400 006 TYPE III BARRICADE EA 110.0000 7,480.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 35,700.00 0.000 0 008 PLASTIC TRAFFIC DRUMS EA 150.0000 3,750.00 0.000 0 009 TEMPORARY PAVEMENT MARKER EA 5.0000 2,550.00 194.000 970 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 50,000.0000 50,000.00 0.950 47,500 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 0.950 33,250 012 TEMPORARY RAILING (TYPE K) LF 17.0000 108,120.00 2,440.000 41,480 013 TEMPORARY CRASH CUSHION MODULE EA 250.0000 50,000.00 11.000 2,750 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,500.0000 30,000.00 7.000 17,500 015 JOB SITE MANAGEMENT LS 70,000.0000 70,000.00 0.080 5,600.00 0.960 67,200 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.750 2,100 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 11,500.00 4.000 2,000.00 14.000 7,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 2,875.00 2.000 250.00 7.000 875 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 1,500.0000 6,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 1.2000 7,068.00 0.000 0 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 8.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 9,920.00 62.000 9,920 024 TEMPORARY FIBER ROLL LF 4.2000 14,826.00 0.000 0 025 TEMPORARY SILT FENCE LF 6.0000 4,440.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 4,600.0000 9,200.00 2.000 9,200 027 STREET SWEEPING LS 75,000.0000 75,000.00 0.060 4,500.00 0.940 70,500 028 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 12.8000 15,744.00 669.000 8,563.20 1,230.000 15,744 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.9000 7,227.00 8,030.000 7,227 031 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 8,500.0000 8,500.00 0.050 425.00 1.000 8,500 032 TEMPORARY HIGH-VISIBILITY FENCE LF 4.1000 9,840.00 2,000.000 8,200 033 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 034 ROADWAY EXCAVATION CY 61.0000 561,200.00 200.000 12,200.00 9,040.000 551,440 035 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 27.0000 20,250.00 750.000 20,250 DEPOSITED LEAD) (1' DEPTH) 036 ROADWAY EXCAVATION (TYPE R-1) (AERIALLY CY 20.0000 20,400.00 1,020.000 20,400 DEPOSITED LEAD) (2' DEPTH) 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 17.0000 26,724.00 1,572.000 26,724 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 180.0000 107,640.00 -306.000 -55,080.00 598.000 107,640 (F) 039 CELLULAR CONCRETE LIGHTWEIGHT EMBANKMENT CY 66.0000 97,284.00 1,474.000 97,284 (F) MATERIAL (CLASS II) 040 DITCH EXCAVATION CY 300.0000 2,100.00 7.000 2,100 041 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.0000 46,400.00 11,600.000 46,400 CLASS B1 042 ROADSIDE CLEARING LS 1,544.0000 1,544.00 1.000 1,544 043 ROCK BLANKET SQFT 11.0000 35,640.00 1,620.000 17,820.00 1,620.000 17,820 044 COBBLE ROCK SQFT 4.0000 4,920.00 1,107.000 4,428.00 1,230.000 4,920 045 PEBBLE ROCK SQFT 1.1000 3,575.00 3,250.000 3,575.00 3,250.000 3,575 046 CULTIVATION SQYD 0.9500 2,223.00 1,567.800 1,489.41 1,567.800 1,489 047 SOIL AMENDMENT CY 60.0000 3,180.00 41.870 2,512.20 41.870 2,512 048 PACKET FERTILIZER EA 0.3500 1,512.00 4,320.000 1,512.00 4,320.000 1,512 049 SLOW-RELEASE FERTILIZER LB 1.0000 100.00 100.000 100.00 100.000 100 PROGRAM CAS145 PAGE 3 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP K) EA 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000 051 PLANT (GROUP A) EA 11.0000 19,470.00 1,770.000 19,470.00 1,770.000 19,470 052 PLANT (GROUP B) EA 25.0000 18,250.00 730.000 18,250.00 730.000 18,250 053 PLANT (GROUP U) EA 67.0000 4,757.00 71.000 4,757.00 71.000 4,757 054 SOD SQYD 19.0000 36,670.00 521.100 9,900.90 521.100 9,900 055 PLANT ESTABLISHMENT WORK LS 16,679.0000 16,679.00 0.000 0 056 WOOD MULCH CY 30.0000 9,600.00 320.000 9,600.00 320.000 9,600 057 ROOT BARRIER LF 5.5000 10,285.00 1,870.000 10,285 058 CHECK AND TEST EXISTING IRRIGATION LS 15,000.0000 15,000.00 1.000 15,000 FACILITIES 059 OPERATE EXISTING IRRIGATION FACILITIES LS 1,540.0000 1,540.00 1.000 1,540 060 REMOVE IRRIGATION FACILITY & METER LS 1,336.0000 1,336.00 1.000 1,336 061 CONTROL AND NEUTRAL CONDUCTORS LS 10,507.0000 10,507.00 1.000 10,507 062 1 1/2" REMOTE CONTROL VALVE EA 400.0000 400.00 1.000 400 063 24-32 STATION IRRIGATION CONTROLLER EA 17,557.0000 17,557.00 1.000 17,557 (PEDESTAL MOUNTED) 064 1/2" DRIP IRRIGATION TUBING LF 1.5500 44,250.95 28,549.000 44,250.95 28,549.000 44,250 (F) 065 CERTIFY EXISTING BACKFLOW PREVENTERS LS 500.0000 500.00 1.000 500 066 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 4,196.0000 4,196.00 1.000 4,196 067 FLOW SENSOR EA 1,380.0000 1,380.00 1.000 1,380 068 TREE WELL SPRINKLER ASSEMBLY EA 74.0000 11,100.00 150.000 11,100 069 DRIP VALVE ASSEMBLY EA 375.0000 11,250.00 30.000 11,250 070 1 1/2" GATE VALVE EA 350.0000 3,150.00 9.000 3,150 071 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 14,313.00 4,771.000 14,313 (F) LINE) 072 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 692.00 173.000 692 (F) LINE) 073 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 955.00 191.000 955 (F) (SUPPLY LINE) 074 2" PLASTIC PIPE (SCHEDULE 40) LF 6.3500 8,235.95 1,297.000 8,235 (F) (SUPPLY LINE) 075 3" PLASTIC PIPE (CLASS 315) LF 9.0000 963.00 107.000 963 (F) (SUPPLY LINE) 076 PVC PIPE CONDUIT (SLEEVE) LF 28.0000 11,592.00 414.000 11,592 (F) PROGRAM CAS145 PAGE 4 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 8" CORRUGATED HIGH DENSITY LF 66.0000 61,380.00 930.000 61,380 POLYETHYLENE PIPE CONDUIT 078 IMPORTED BIOFILTRATION SOIL CY 90.0000 20,700.00 230.000 20,700 079 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 27,160.00 38,800.000 27,160 080 HYDROSEED SQFT 0.2000 9,120.00 45,600.000 9,120 081 COMPOST (CY) CY 108.0000 31,320.00 290.000 31,320 082 INCORPORATE MATERIALS SQFT 0.1100 5,016.00 45,600.000 5,016 083 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 482,000.00 33.380 3,338.00 4,853.380 485,338 084 PRIME COAT TON 1,500.0000 6,000.00 0.000 0 085 HOT MIX ASPHALT (TYPE A) TON 120.0000 1,368,000.00 574.750 68,970.00 8,551.110 1,026,133 086 TEXTURED HOT MIX ASPHALT SQYD 78.0000 92,820.00 0.000 0 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 181,300.00 0.000 0 088 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 185.0000 120,250.00 0.000 0 (OPEN GRADED FRICTION COURSE) 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 1,020.00 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 3,120.00 0.000 0 091 PLACE HOT MIX ASPHALT SQYD 22.0000 3,960.00 177.000 3,894.00 180.000 3,960 (MISCELLANEOUS AREA) 092 TACK COAT TON 1,300.0000 27,300.00 3.100 4,030 093 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 47,520.00 5,280.000 47,520 094 REMOVE BASE AND SURFACING CY 20.0000 15,200.00 66.720 1,334.40 826.720 16,534 095 GRIND EXISTING CONCRETE SQYD 300.0000 2,700.00 9.000 2,700.00 9.000 2,700 PAVEMENT 096 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 210.0000 5,040.00 24.000 5,040 097 STRUCTURAL CONCRETE CY 800.0000 1,200.00 1.500 1,200 (F) 098 STRUCTURAL CONCRETE, RETAINING WALL CY 930.0000 267,840.00 288.000 267,840 (F) 099 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,800.0000 108,000.00 71.460 128,628 (F) 100 MINOR CONCRETE (BACKFILL) CY 400.0000 22,000.00 55.000 22,000 (F) 101 CONCRETE SURFACE TEXTURE SQFT 34.0000 74,256.00 2,184.000 74,256 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 62,800.00 31,400.000 62,800 103 FURNISH SIGNAL POLE EA 12,000.0000 24,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGNAL POLE EA 2,215.0000 4,430.00 0.000 0 105 PEDESTRIAN BARRICADE EA 1,200.0000 1,200.00 0.000 0 106 12" PLASTIC PIPE LF 250.0000 1,500.00 1.800 450.00 48.600 12,150 107 12" REINFORCED CONCRETE PIPE (CLASS III) LF 145.0000 101,500.00 822.700 119,291 108 15" REINFORCED CONCRETE PIPE (CLASS III) LF 155.0000 58,900.00 380.000 58,900 109 18" REINFORCED CONCRETE PIPE (CLASS III) LF 160.0000 158,400.00 1,095.500 175,280 110 24" REINFORCED CONCRETE PIPE (CLASS III) LF 230.0000 41,400.00 184.700 42,481 111 19"X30" OVAL SHAPED REINFORCED LF 370.0000 59,200.00 160.000 59,200 CONCRETE PIPE (CLASS III) 112 12" REINFORCED CONCRETE PIPE (CLASS V) LF 140.0000 46,200.00 330.000 46,200 113 15" REINFORCED CONCRETE PIPE (CLASS V) LF 210.0000 23,100.00 110.000 23,100 114 18" REINFORCED CONCRETE PIPE (CLASS V) LF 225.0000 13,050.00 58.000 13,050 115 24" REINFORCED CONCRETE PIPE (CLASS V) LF 290.0000 81,200.00 280.900 81,461 116 12" CORRUGATED STEEL PIPE LF 450.0000 2,700.00 6.000 2,700 117 15" CORRUGATED STEEL PIPE (.064" THICK) LF 180.0000 9,000.00 50.000 9,000 118 18" CORRUGATED STEEL PIPE (.064" THICK) LF 280.0000 8,680.00 31.000 8,680 119 12" PERFORATED STEEL PIPE UNDERDRAIN LF 750.0000 2,250.00 3.000 2,250 (.064" THICK) 120 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 65.0000 32,500.00 500.000 32,500 121 6" NON-PERFORATED PLASTIC PIPE LF 60.0000 3,600.00 60.000 3,600 UNDERDRAIN 122 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 100.0000 13,100.00 131.000 13,100 (F) 123 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.0000 6,650.00 19.000 6,650 (.064" THICK) 124 18" ANCHOR ASSEMBLY EA 1,000.0000 2,000.00 2.000 2,000 125 DRAINAGE INLET MARKER EA 75.0000 1,125.00 0.000 0 126 INSTALL DRAINAGE INLET MARKER (CITY) EA 85.0000 1,870.00 0.000 0 127 12" CONCRETE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200 128 15" CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 129 18" CONCRETE FLARED END SECTION EA 1,500.0000 4,500.00 3.000 4,500 130 15" ALTERNATIVE FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400 PROGRAM CAS145 PAGE 6 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" PRECAST CONCRETE PIPE INLET LF 1,600.0000 48,000.00 30.000 48,000 132 36" PRECAST CONCRETE PIPE INLET LF 2,000.0000 36,000.00 21.300 42,600 133 48" PRECAST CONCRETE PIPE MANHOLE LF 1,600.0000 46,400.00 30.400 48,640 134 REMOVE PIPE (LF) LF 60.0000 56,400.00 940.000 56,400 135 REMOVE INLET EA 1,600.0000 11,200.00 7.000 11,200 136 REMOVE HEADWALL EA 3,000.0000 3,000.00 1.000 3,000 137 REMOVE MANHOLE EA 2,300.0000 11,500.00 6.000 13,800 138 REMOVE FLARED END SECTION (EA) EA 700.0000 700.00 1.000 700 139 ADJUST MANHOLE TO GRADE EA 1,500.0000 6,000.00 0.000 0 140 ADJUST VALVE BOX FRAME AND COVER TO EA 700.0000 14,700.00 0.000 0 GRADE 141 ADJUST SEWER MANHOLE EA 1,500.0000 6,000.00 0.000 0 142 CULVERT SLURRY-CEMENT BACKFILL CY 250.0000 12,750.00 51.000 12,750 143 ROCK SLOPE PROTECTION CY 350.0000 5,950.00 17.000 5,950 (20 LB, CLASS I, METHOD B) (CY) 144 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 30.0000 1,500.00 50.000 1,500 145 MINOR CONCRETE (CURB) (CY) CY 878.0000 114,140.00 130.000 114,140 146 MINOR CONCRETE (GUTTER) (LF) LF 75.5000 21,140.00 -190.000 -14,345.00 280.000 21,140 147 DETECTABLE WARNING SURFACE SQFT 30.0000 5,700.00 190.000 5,700 148 DETECTABLE WARNING SURFACE (CITY) SQFT 30.0000 26,400.00 80.000 2,400.00 960.000 28,800 149 MINOR CONCRETE (MISCELLANEOUS CY 900.0000 6,300.00 7.000 6,300 CONSTRUCTION) 150 MINOR CONCRETE (CURB AND GUTTER) CY 535.0000 149,800.00 6.300 3,370.50 288.300 154,240 151 MINOR CONCRETE (CONCRETE MOW STRIP) CY 840.0000 28,560.00 34.000 28,560 152 MINOR CONCRETE (DRIVEWAY) CY 675.0000 24,300.00 36.000 24,300 153 MINOR CONCRETE (STAMPED CONCRETE) SQFT 15.0000 25,950.00 0.000 0 154 MINOR CONCRETE (SIDEWALK) CY 495.0000 123,750.00 20.000 9,900.00 250.000 123,750 155 MINOR CONCRETE (CURB RAMP) CY 890.0000 87,220.00 4.000 3,560.00 98.000 87,220 156 REMOVE CURB LF 7.0000 8,890.00 1,270.000 8,890 157 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 140.0000 46,200.00 330.000 46,200 PROGRAM CAS145 PAGE 7 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 34,960.00 4,370.000 34,960 159 PRE/POST CONSTRUCTION SURVEYS EA 1,600.0000 56,000.00 12.000 19,200 160 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 161 MISCELLANEOUS IRON AND STEEL LB 2.0000 16,466.00 9,428.000 18,856 (F) 162 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 163 ELECTRICAL SERVICE FOR IRRIGATION (CITY) LS 4,800.0000 4,800.00 1.000 4,800 164 ELECTRICAL SERVICE FOR BOOSTER PUMP LS 5,800.0000 5,800.00 1.000 5,800 (CITY) 165 MODIFYING EXISTING ELECTRICAL SYSTEM LS 240,000.0000 240,000.00 0.760 182,400 (CITY STREET) 166 REMOVING EXISTING ELECTRICAL SYSTEM LS 45,000.0000 45,000.00 1.000 45,000 (CITY STREET) 167 ADJUST WATER METER AND VALVES TO GRADE EA 1,300.0000 11,700.00 0.030 39 168 STACKED ROCK SLOPE PROTECTION CY 250.0000 11,250.00 45.000 11,250 169 SURVEY MONUMENT (TYPE A) EA 2,100.0000 2,100.00 0.000 0 170 OBLITERATE SURFACING SQYD 6.5000 11,180.00 1,720.000 11,180 171 TEMPORARY FENCE (TYPE CL-6) LF 17.0000 5,100.00 0.000 0 172 CHAIN LINK FENCE (TYPE CL-6) LF 38.0000 8,360.00 0.000 0 173 10' CHAIN LINK GATE (TYPE CL-6) EA 1,750.0000 3,500.00 0.000 0 174 REMOVE FENCE LF 10.5000 3,360.00 320.000 3,360 175 REMOVE GATE EA 250.0000 250.00 1.000 250 176 RELOCATE GATE EA 2,200.0000 2,200.00 0.000 0 177 REMOVE PAVEMENT MARKER EA 5.0000 600.00 191.000 955 178 DELINEATOR (CLASS 1) EA 45.0000 1,980.00 0.000 0 179 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.2000 1,674.00 83.000 514 180 MILEPOST MARKER EA 75.0000 150.00 0.000 0 181 OBJECT MARKER (TYPE P) EA 25.0000 1,000.00 8.000 200 182 OBJECT MARKER (TYPE R) EA 35.0000 35.00 0.000 0 183 OBJECT MARKER (TYPE K-1) EA 50.0000 900.00 0.000 0 184 REMOVE ROADSIDE SIGN EA 80.0000 4,960.00 14.000 1,120 PROGRAM CAS145 PAGE 8 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE ROADSIDE SIGN EA 80.0000 80.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 186 RELOCATE ROADSIDE SIGN EA 190.0000 4,750.00 0.000 0 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 16,200.00 133.650 2,405 (0.063"-UNFRAMED) 188 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 0.000 0 (0.080"-UNFRAMED) 189 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 4,620.00 0.000 0 (0.063"-FRAMED) 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 902.00 0.000 0 (0.080"-FRAMED) 191 ROADSIDE SIGN - ONE POST EA 225.0000 5,850.00 11.000 2,475 192 ROADSIDE SIGN - ONE POST(METAL) EA 245.0000 15,435.00 7.000 1,715 193 ROADSIDE SIGN - TWO POST EA 350.0000 2,100.00 0.000 0 194 ROADSIDE SIGN - TWO POST (METAL) EA 400.0000 1,600.00 0.000 0 195 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 175.00 0.000 0 METHOD) 196 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 9,660.00 425.000 17,850 197 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 22,000.00 400.000 22,000 198 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 130.0000 16,120.00 124.000 16,120 (F) 199 CABLE RAILING LF 55.0000 14,960.00 272.000 14,960 (F) 200 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 5,000.00 1.000 5,000 201 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 2.000 2,000 202 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 1.000 4,000 203 CONCRETE BARRIER (TYPE 732B) LF 485.0000 15,035.00 31.000 15,035 (F) 204 REMOVE GUARDRAIL LF 12.0000 4,560.00 375.000 4,500 205 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 19,080.00 2,054.000 4,929 206 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.4000 11,288.00 1,260.000 4,284 207 THERMOPLASTIC PAVEMENT MARKING SQFT 9.4000 31,960.00 1,132.000 10,640 208 THERMOPLASTIC PAVEMENT MARKING (GREEN) SQFT 21.1500 7,191.00 0.000 0 209 PAINT TRAFFIC STRIPE (2-COAT) LF 2.2000 44,660.00 16,403.000 36,086 210 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.1000 21,197.00 3,936.500 16,139 211 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 11,720.00 820.000 1,640 PROGRAM CAS145 PAGE 9 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE PAINTED PAVEMENT MARKING SQFT 5.2000 6,916.00 107.000 556 213 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.2000 4,526.00 1,118.000 6,931 214 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.2000 4,212.00 936.000 4,867 215 MODIFYING EXISTING ELECTRICAL SYSTEM LS 185,000.0000 185,000.00 0.780 144,300 216 WATER METER CHARGES LS 1,500.0000 1,500.00 0.250 375.00 1.000 1,500 217 IRRIGATION WATER SERVICE CHARGES LS 30,000.0000 30,000.00 0.000 0 218 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 219 BOOSTER PUMP (EA) EA 22,000.0000 22,000.00 0.000 0 220 RECTANGULAR RAPID FLASHING BEACON SYSTEM LS 135,000.0000 135,000.00 0.740 99,900 (CITY STREET) PROGRAM CAS145 PAGE 10 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J1004 TIME 01:33 PM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: PATENIA, DANILO DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 264,270.56 6,968,178.16 ADJUSTMENT OF COMPENSATION 167,031.20 167,031.20 EXTRA WORK 118,584.00 151,853.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 549,885.76 7,287,062.49 221 MOBILIZATION LS 836,000.0000 836,000.00 1.000 836,000 ORIGINAL CONTRACT AMOUNT 9,295,509.90 TOTAL WORK COMPLETED 549,885.76 8,123,062.49 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 549,885.76 8,123,062.49 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 03/21/19 230 06/10/19 05/16/19 05/12/20 194 16 0 0 86% 84% PROGRESS IS SATISFACTORY PATENIA, DANILO RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/20