PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/07/19 EST. NO. 022 TIME 12:02 PM R.E. NAME: FREMPONG, SAM 07-3X8704 --------------------------------------------------------------------------- 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 0006 6,189.40 E.W. @ F.A.(+) 100917 N 534510 0007 1,422.17 100617 N 534514 0008 1,234.45 100917 N 534515 0009 3,244.17 111518 N 1115 0 0010 2,940.66 111618 N 1116 0 009 0016 4,852.62 E.W. @ F.A.(+) 090518 N PU-370 0017 10,412.67 121818 N PU-450 0018 3,687.77 121918 N PU-460 0019 3,957.58 122018 N PU-470 0020 1,906.14 010419 N PU-490 0021 3,162.50 122718 N PU-44 1 0022 1,779.64 010319 N PU-48 1 44,789.77 TOTAL THIS ESTIMATE 0 954,660.79 TOTAL PREVIOUS ESTIMATE 0 999,450.56 TOTAL TO DATE 1 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 0 DATE 02/07/19 EST. NO. 022 TIME 12:02 PM 0 R.E. NAME: FREMPONG, SAM 07-3X8704 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 CPM SCHEDULE MISSING -19,597.00 018 CPM SCHEDULE MISSING 19,597.00 020 ANNUAL 2018 CEM 4401 -10,000.00 022 -10,000.00 -10,000.00 0 EQUAL EMPLOYMENT OPPORTUNITY 0 FORM 1391 -90,000.00 006 FORM 1391 90,000.00 007 0.00 0.00 0 LABOR COMPLIANCE VIOLATION 0 CPR MAY '17 -10,000.00 003 CPR JUNE'17 -7,000.00 004 CPR MAY'17 10,000.00 004 CPR JULY '17 -3,000.00 005 CPR JUNE'17 7,000.00 005 CPR AUGUST '17 -10,000.00 006 CPR AUGUST '17 10,000.00 007 CPR JULY '17 3,000.00 007 CPR SEPTEMBER '17 -6,000.00 007 CPR SEPTEMBER '17 6,000.00 008 CPR NOVEMBER'17 -5,000.00 009 CPR DECEMBER '17 -6,000.00 010 CPR FEBRUARY '18 -4,000.00 012 CPR DECEMBER '17 6,000.00 013 CPR FEBRUARY '18 4,000.00 013 CPR NOVEMBER '17 5,000.00 013 CPR AUG '18 -5,000.00 018 CPR SEPT 2018 -5,000.00 019 0.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 LOCATION RERUN PROGRESS ESTIMATE 07-LA-405-20.6/20.7 ----------------------- GRIFFITH COMPANY IN LOS ANGELES, NORTH BOUND 405 TO 12200 BLOOMFIELD AVENUE EAST & WEST 105 CONNECTOR SANTA FE SPRINGS CA 90670 FED. AID NO. ACNH-X037(198)E REPAIR PCC SLAB *DIR ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,50 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000.00 1.000 20,00 003 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 296,250.00 395.000 296,25 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,00 005 TRAFFIC CONTROL SYSTEM LS 170,000.0000 170,000.00 1.000 170,00 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 1,900.00 380.000 1,90 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6300 17,325.00 27,500.000 17,32 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 37,000.0000 37,000.00 1.000 37,00 009 TEMPORARY RAILING (TYPE K) LF 14.0000 105,280.00 8,860.000 124,04 010 TEMPORARY CRASH CUSHION MODULE EA 190.0000 7,980.00 56.000 10,64 011 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,00 012 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 1.000 4,50 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,00 014 MOVE-IN/MOVE-OUT EA 550.0000 1,100.00 1.000 55 (TEMPORARY EROSION CONTROL) 015 TEMPORARY COVER SQYD 4.6000 9,200.00 0.000 016 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 10,800.00 34.000 10,20 017 TEMPORARY FIBER ROLL LF 4.6000 29,440.00 7,255.000 33,37 018 TEMPORARY GRAVEL BAG BERM LF 14.0000 5,600.00 250.000 3,50 019 TEMPORARY SILT FENCE LF 9.0000 9,000.00 500.000 4,50 020 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 20,000.00 5.000 20,00 021 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,00 022 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,00 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 12,300.00 12,300.000 12,30 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.1500 13,155.00 41,760.000 6,26 025 ABANDON PIPELINE EA 4,500.0000 9,000.00 2.000 9,00 026 REMOVE CHAIN LINK FENCE LF 7.0000 2,800.00 400.000 2,80 027 REMOVE GUARDRAIL LF 7.0000 28,560.00 4,298.000 30,08 028 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 1.000 10,00 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,800.00 7,800.000 7,80 030 REMOVE PAVEMENT MARKER EA 2.0000 1,180.00 590.000 1,18 031 REMOVE ROADSIDE SIGN (WOOD POST) EA 300.0000 1,200.00 4.000 1,20 032 REMOVE ROADSIDE SIGN EA 300.0000 900.00 3.000 90 (STRAP AND SADDLE BRACKET METHOD) 033 REMOVE SIGN STRUCTURE (EA) EA 7,500.0000 22,500.00 3.000 22,50 034 REMOVE PIPE (LF) LF 70.0000 75,600.00 753.500 52,74 035 REMOVE INLET EA 2,000.0000 62,000.00 31.000 62,00 036 REMOVE CONCRETE PAVEMENT (CY) CY 41.0000 166,870.00 4,232.560 173,53 037 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.2500 10,487.50 8,390.000 10,48 038 SALVAGE REINFORCED CONCRETE PIPE (LF) LF 62.0000 11,160.00 0.000 039 REMOVE CONCRETE (CY) CY 300.0000 3,600.00 11.600 3,48 040 REMOVE CONCRETE CURB (LF) LF 20.0000 980.00 49.000 98 041 REMOVE CONCRETE BARRIER LF 34.0000 121,380.00 3,425.000 116,45 042 CAP INLET EA 1,600.0000 1,600.00 1.000 1,60 043 SAND BACKFILL CY 250.0000 11,000.00 44.000 11,00 044 REMOVE CRASH CUSHION EA 3,000.0000 3,000.00 1.000 3,00 045 BRIDGE REMOVAL (PORTION), LOCATION A LS 9,000.0000 9,000.00 1.000 9,00 046 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 1.000 9,00 047 CLEARING AND GRUBBING (LS) LS 180,000.0000 180,000.00 1.000 180,00 048 ROADWAY EXCAVATION CY 18.0000 702,000.00 40,190.000 723,42 049 STRUCTURE EXCAVATION CY 11.0000 36,135.00 3,285.000 36,13 (F) 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 125.0000 9,875.00 79.000 9,87 (F) 051 STRUCTURE BACKFILL CY 29.0000 28,420.00 980.000 28,42 (F) 052 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 67.0000 2,814.00 42.000 2,81 (F) 053 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 187.0000 12,529.00 67.000 12,52 (F) 054 LEAN CONCRETE BACKFILL CY 187.0000 23,375.00 125.000 23,37 (F) 055 IMPORTED BORROW (CY) CY 8.3000 240,700.00 30,528.000 253,38 056 FILTER FABRIC SQYD 33.0000 11,220.00 340.000 11,22 057 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.8000 143,260.00 41,510.440 157,73 CLASS B1 MODIFIED 058 SUBGRADE ENHANCEMENT GEOGRID SQYD 6.0000 28,320.00 3,904.000 23,42 059 ROADSIDE CLEARING LS 14,000.0000 14,000.00 1.000 14,00 060 ROCK BLANKET SQFT 15.5000 87,110.00 5,613.000 87,00 061 SOIL AMENDMENT CY 38.0000 266.00 7.000 26 062 SLOW-RELEASE FERTILIZER LB 0.7000 252.00 360.000 25 063 PLANT (GROUP H) EA 5.3500 1,551.50 290.000 1,55 064 PLANT (GROUP I) EA 2.0000 2,200.00 1,100.000 2,20 065 PLANT (GROUP A) EA 8.5000 7,395.00 870.000 7,39 066 PLANT (GROUP U) EA 167.0000 36,740.00 220.000 36,74 067 MAINTAIN EXISTING PLANTED AREAS LS 13,000.0000 13,000.00 1.000 13,00 068 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.100 1,500.00 0.230 3,45 069 WOOD MULCH CY 45.0000 93,150.00 2,070.000 93,15 070 CHECK AND TEST EXISTING IRRIGATION LS 6,000.0000 6,000.00 1.000 6,00 FACILITIES 071 OPERATE EXISTING IRRIGATION FACILITIES LS 3,200.0000 3,200.00 1.000 3,20 072 CONTROL AND NEUTRAL CONDUCTORS LS 35,000.0000 35,000.00 1.000 35,00 073 3/4" REMOTE CONTROL VALVE EA 425.0000 1,275.00 3.000 1,27 074 1" REMOTE CONTROL VALVE EA 460.0000 5,980.00 13.000 5,98 075 1 1/2" REMOTE CONTROL VALVE EA 500.0000 7,500.00 15.000 7,50 076 16-18 STATION IRRIGATION CONTROLLER EA 11,000.0000 66,000.00 0.000 (WALL MOUNTED) 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 24-32 STATION IRRIGATION CONTROLLER EA 11,000.0000 22,000.00 1.000 11,00 (WALL MOUNTED) 078 IRRIGATION CONTROLLER ENCLOSURE EA 3,600.0000 18,000.00 1.000 3,60 CABINET 079 FLOW SENSOR EA 900.0000 2,700.00 1.000 90 080 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 32.0000 352.00 11.000 35 081 RISER SPRINKLER ASSEMBLY EA 25.0000 31,750.00 1,270.000 31,75 082 FILTER ASSEMBLY UNIT EA 1,000.0000 5,000.00 5.000 5,00 083 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 20,814.00 6,939.000 20,81 (F) LINE) 084 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 6,684.00 2,228.000 6,68 (F) LINE) 085 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.2500 16,071.25 4,945.000 16,07 (F) (SUPPLY LINE) 086 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.4500 5,330.25 1,545.000 5,33 (F) (SUPPLY LINE) 087 2" PLASTIC PIPE (SCHEDULE 40) LF 9.4000 10,951.00 1,165.000 10,95 (F) (SUPPLY LINE) 088 3" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 15,000.00 1,500.000 15,00 (F) (SUPPLY LINE) 089 BALL VALVE EA 425.0000 2,975.00 7.000 2,97 090 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 100.0000 5,100.00 51.000 5,10 PIPE CONDUIT 091 CLASS 3 AGGREGATE BASE (CY) CY 58.0000 223,416.00 4,996.550 289,79 092 LEAN CONCRETE BASE CY 245.0000 362,600.00 1,641.840 402,25 093 LEAN CONCRETE BASE RAPID SETTING CY 522.0000 19,836.00 38.000 19,83 094 CEMENT TREATED PERMEABLE BASE CY 200.0000 7,400.00 37.000 7,40 095 CLASS D FILTER FABRIC SQYD 28.0000 11,480.00 410.090 11,48 096 JOINTED PLAIN CONCRETE PAVEMENT CY 315.0000 1,326,150.00 4,562.220 1,437,09 097 JOINTED PLAIN CONCRETE PAVEMENT CY 610.5000 48,229.50 79.000 48,22 (RSC) 098 GROUND ANCHOR (SUBHORIZONTAL) EA 3,410.0000 92,070.00 27.000 92,07 099 STEEL SOLDIER PILE (2 - HP 12 X 53) LF 150.0000 80,250.00 535.000 80,25 100 42" DRILLED HOLE LF 111.0000 60,384.00 544.000 60,38 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 850.0000 58,650.00 69.000 58,65 PILE (SIGN FOUNDATION) 102 STRUCTURAL CONCRETE CY 711.0000 387,495.00 545.000 387,49 (F) 103 STRUCTURAL CONCRETE, BRIDGE CY 6,500.0000 19,500.00 3.000 19,50 (F) 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 104 STRUCTURAL CONCRETE, PILASTER CY 7,400.0000 192,400.00 26.000 192,40 (F) 105 STRUCTURAL CONCRETE, COPING CY 1,600.0000 38,400.00 24.000 38,40 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 183,950.00 373.270 242,62 (TYPE R) 107 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 187,200.00 115.280 207,50 (F) 108 CLEAN EXPANSION JOINT LF 64.0000 13,056.00 204.000 13,05 109 JOINT SEAL (MR 1 1/2") LF 115.0000 9,775.00 85.000 9,77 110 JOINT SEAL ASSEMBLY (MR 3") LF 1,100.0000 41,800.00 38.000 41,80 111 JOINT SEAL ASSEMBLY (MR 4") LF 900.0000 34,200.00 38.000 34,20 112 JOINT SEAL (MR 2") LF 125.0000 5,375.00 43.000 5,37 113 JOINT SEAL (TYPE AL) LF 26.4900 2,913.90 110.000 2,91 114 BAR REINFORCING STEEL LB 1.0000 130,584.00 130,584.000 130,58 (F) 115 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 158.00 150.000 15 (F) 116 BAR REINFORCING STEEL (PILASTER) LB 3.0000 9,696.00 3,232.000 9,69 (F) 117 BAR REINFORCING STEEL (COPING) LB 3.0000 11,391.00 3,797.000 11,39 (F) 118 BAR REINFORCING STEEL (GALVANIZED) LB 3.0000 1,170.00 390.000 1,17 (F) 119 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 162,030.00 49,100.000 162,03 (F) 120 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3300 16,203.00 49,100.000 16,20 (F) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 80.00 8.000 8 (0.063"-UNFRAMED) 122 ROADSIDE SIGN - ONE POST EA 600.0000 2,400.00 4.000 2,40 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 400.0000 1,200.00 3.000 1,20 METHOD) 124 FURNISH FORMED PANEL SIGN (OVERHEAD)FOR SQFT 14.0000 6,020.00 430.000 6,02 RETROREFLECTIVE SHEETING (TYPE XI) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 45.00 5.000 4 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 90.00 10.000 9 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,120.00 80.000 1,12 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 128 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 2,080.00 520.000 2,08 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 129 TIMBER LAGGING MFBM 7,000.0000 112,000.00 16.000 112,00 (F) 130 CLEAN AND PAINT STEEL SOLDIER PILING LS 15,000.0000 15,000.00 1.000 15,00 131 PREPARE AND STAIN CONCRETE SQFT 75.0000 7,575.00 101.000 7,57 132 ANTI-GRAFFITI COATING SQFT 3.7000 8,920.70 2,411.000 8,92 (F) 133 24" ALTERNATIVE PIPE CULVERT LF 150.0000 100,500.00 670.000 100,50 134 6" PLASTIC PIPE LF 250.0000 3,250.00 13.000 3,25 135 8" PLASTIC PIPE LF 250.0000 1,500.00 6.000 1,50 136 18" REINFORCED CONCRETE PIPE LF 160.0000 27,200.00 170.000 27,20 137 24" REINFORCED CONCRETE PIPE LF 200.0000 152,000.00 932.000 186,40 138 24" CORRUGATED STEEL PIPE (.109" THICK) LF 180.0000 3,960.00 21.500 3,87 139 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 44.0000 20,240.00 460.000 20,24 140 6" NON-PERFORATED PLASTIC PIPE LF 54.0000 6,480.00 120.000 6,48 UNDERDRAIN 141 4" PLASTIC PIPE (EDGE DRAIN) LF 69.0000 5,934.00 86.000 5,93 142 CLASS 4 PERMEABLE MATERIAL CY 93.0000 15,810.00 170.000 15,81 143 CLASS 5 PERMEABLE MATERIAL CY 96.0000 15,360.00 160.000 15,36 144 36" PRECAST CONCRETE PIPE MANHOLE LF 430.0000 5,160.00 15.250 6,55 145 ROCK SLOPE PROTECTION CY 210.0000 9,240.00 44.000 9,24 (F) (FACING, METHOD B) (CY) 146 CONCRETED-ROCK SLOPE PROTECTION CY 425.0000 5,525.00 13.000 5,52 (F) (FACING, METHOD A) (CY) 147 GABION CY 530.0000 9,010.00 17.000 9,01 (F) 148 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 30.0000 4,800.00 155.000 4,65 149 MINOR CONCRETE (GUTTER) (LF) LF 76.0000 13,148.00 173.000 13,14 150 MINOR CONCRETE (GUTTER) (CY) CY 1,400.0000 14,000.00 10.000 14,00 151 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 288.0000 112,320.00 390.000 112,32 AND DRIVEWAY) 152 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 21,600.00 2,160.000 21,60 153 MISCELLANEOUS IRON AND STEEL LB 1.5000 18,900.00 12,600.000 18,90 (F) 154 MISCELLANEOUS METAL LB 250.0000 57,500.00 230.000 57,50 (F) 155 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 9,450.00 305.000 8,23 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 156 12' CHAIN LINK GATE (TYPE CL-6) EA 1,600.0000 3,200.00 2.000 3,20 157 16' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 3,400.00 2.000 3,40 158 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.0000 45,360.00 1,689.000 45,60 159 CABLE RAILING LF 38.0000 24,054.00 633.000 24,05 (F) 160 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 3,700.00 1.000 3,70 161 END CAP (TYPE A) EA 270.0000 270.00 1.000 27 162 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 725.00 1.000 72 163 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,00 164 CRASH CUSHION (SCI 100GM) EA 45,000.0000 45,000.00 1.000 45,00 165 CONCRETE BARRIER (TYPE 60C) LF 156.0000 14,352.00 92.000 14,35 166 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 85.0000 25,500.00 300.000 25,50 (F) 167 CONCRETE BARRIER (TYPE 732B) LF 130.0000 700,700.00 5,246.000 681,98 168 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 14,000.00 14,000.000 14,00 169 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,980.00 1,490.000 2,98 170 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,620.00 5,240.000 2,62 (BROKEN 36-12) 171 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 145.00 290.000 14 (BROKEN 17-7) 172 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,170.00 0.000 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 4,200.00 840.000 4,20 174 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,700.0000 1,700.00 1.000 1,70 SYSTEM ELEMENTS DURING CONSTRUCTION 175 TEMPORARY LIGHTING SYSTEM LS 28,000.0000 28,000.00 1.000 28,00 176 MODIFYING EXISTING ELECTRICAL SYSTEM LS 150,000.0000 150,000.00 1.000 150,00 1PROGRAM CAS145 PAGE DATE 02/07/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X870 TIME 12:02 PM ESTIMATE NO. 02 BID OPENING 11/30/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/1 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/07/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,500.00 9,221,320.6 0 ADJUSTMENT OF COMPENSATION 0.00 600,000.0 0 EXTRA WORK 44,789.77 399,450.5 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 51,289.77 10,220,771.2 0177 MOBILIZATION LS 850,000.0000 850,000.00 1.000 850,00 0 ORIGINAL CONTRACT AMOUNT 9,855,198.60 0 TOTAL WORK COMPLETED 51,289.77 11,070,771.2 0 MATERIALS ON HAND ON SITE 0.0 0 DEDUCTIONS -10,000.00 -20,000.0 0 TOTAL 41,289.77 11,050,771.2 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 01/19/17 645 03/20/17 00/00/00 10/31/19 453 0 0 0 100% 70% PROGRESS IS SATISFACTORY FREMPONG, SAM RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 02/07/19