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 08/23/18 EST. NO. 017 TIME 11:30 AM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/23/18 EST. NO. 017 TIME 11:30 AM R.E. NAME: FREMPONG, SAM 07-3X8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY FORM 1391 -90,000.00 006 FORM 1391 90,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.120 2,400 003 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 296,250.00 22.000 16,500.00 353.000 264,750 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.860 12,900 005 TRAFFIC CONTROL SYSTEM LS 170,000.0000 170,000.00 0.020 3,400.00 0.980 166,600 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 1,900.00 84.000 420.00 342.000 1,710 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6300 17,325.00 17,024.000 10,725.12 27,500.000 17,325 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 37,000.0000 37,000.00 0.960 35,520 009 TEMPORARY RAILING (TYPE K) LF 14.0000 105,280.00 8,860.000 124,040 010 TEMPORARY CRASH CUSHION MODULE EA 190.0000 7,980.00 42.000 7,980 011 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.960 24,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 0.800 3,600 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 014 MOVE-IN/MOVE-OUT EA 550.0000 1,100.00 1.000 550 (TEMPORARY EROSION CONTROL) 015 TEMPORARY COVER SQYD 4.6000 9,200.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 10,800.00 34.000 10,200 017 TEMPORARY FIBER ROLL LF 4.6000 29,440.00 7,255.000 33,373 018 TEMPORARY GRAVEL BAG BERM LF 14.0000 5,600.00 250.000 3,500 019 TEMPORARY SILT FENCE LF 9.0000 9,000.00 500.000 4,500 020 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 20,000.00 5.000 20,000 021 STREET SWEEPING LS 30,000.0000 30,000.00 0.020 600.00 0.980 29,400 022 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.020 100.00 0.980 4,900 PROGRAM CAS145 PAGE 2 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 12,300.00 10,513.000 10,513.00 12,300.000 12,300 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.1500 13,155.00 41,760.000 6,264 025 ABANDON PIPELINE EA 4,500.0000 9,000.00 2.000 9,000 026 REMOVE CHAIN LINK FENCE LF 7.0000 2,800.00 400.000 2,800 027 REMOVE GUARDRAIL LF 7.0000 28,560.00 4,298.000 30,086 028 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 1.000 10,000 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,800.00 4,865.000 4,865.00 7,800.000 7,800 030 REMOVE PAVEMENT MARKER EA 2.0000 1,180.00 168.000 336.00 590.000 1,180 031 REMOVE ROADSIDE SIGN (WOOD POST) EA 300.0000 1,200.00 4.000 1,200 032 REMOVE ROADSIDE SIGN EA 300.0000 900.00 3.000 900 (STRAP AND SADDLE BRACKET METHOD) 033 REMOVE SIGN STRUCTURE (EA) EA 7,500.0000 22,500.00 3.000 22,500 034 REMOVE PIPE (LF) LF 70.0000 75,600.00 753.500 52,745 035 REMOVE INLET EA 2,000.0000 62,000.00 31.000 62,000 036 REMOVE CONCRETE PAVEMENT (CY) CY 41.0000 166,870.00 4,232.560 173,534 037 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.2500 10,487.50 8,390.000 10,487 038 SALVAGE REINFORCED CONCRETE PIPE (LF) LF 62.0000 11,160.00 0.000 0 039 REMOVE CONCRETE (CY) CY 300.0000 3,600.00 11.600 3,480 040 REMOVE CONCRETE CURB (LF) LF 20.0000 980.00 49.000 980 041 REMOVE CONCRETE BARRIER LF 34.0000 121,380.00 3,425.000 116,450 042 CAP INLET EA 1,600.0000 1,600.00 1.000 1,600 043 SAND BACKFILL CY 250.0000 11,000.00 30.700 7,675.00 37.100 9,275 044 REMOVE CRASH CUSHION EA 3,000.0000 3,000.00 1.000 3,000 045 BRIDGE REMOVAL (PORTION), LOCATION A LS 9,000.0000 9,000.00 1.000 9,000 046 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,000.0000 9,000.00 1.000 9,000 047 CLEARING AND GRUBBING (LS) LS 180,000.0000 180,000.00 1.000 180,000 048 ROADWAY EXCAVATION CY 18.0000 702,000.00 587.910 10,582.38 40,190.000 723,420 049 STRUCTURE EXCAVATION CY 11.0000 36,135.00 3,285.000 36,135 (F) PROGRAM CAS145 PAGE 3 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 125.0000 9,875.00 79.000 9,875 (F) 051 STRUCTURE BACKFILL CY 29.0000 28,420.00 980.000 28,420 (F) 052 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 67.0000 2,814.00 42.000 2,814 (F) 053 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 187.0000 12,529.00 67.000 12,529 (F) 054 LEAN CONCRETE BACKFILL CY 187.0000 23,375.00 125.000 23,375 (F) 055 IMPORTED BORROW (CY) CY 8.3000 240,700.00 430.020 3,569.17 30,528.000 253,382 056 FILTER FABRIC SQYD 33.0000 11,220.00 206.670 6,820.11 340.000 11,220 057 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.8000 143,260.00 41,510.440 157,739 CLASS B1 MODIFIED 058 SUBGRADE ENHANCEMENT GEOGRID SQYD 6.0000 28,320.00 3,904.000 23,424 059 ROADSIDE CLEARING LS 14,000.0000 14,000.00 1.000 14,000 060 ROCK BLANKET SQFT 15.5000 87,110.00 0.000 0 061 SOIL AMENDMENT CY 38.0000 266.00 1.000 38.00 7.000 266 062 SLOW-RELEASE FERTILIZER LB 0.7000 252.00 360.000 252 063 PLANT (GROUP H) EA 5.3500 1,551.50 290.000 1,551.50 290.000 1,551 064 PLANT (GROUP I) EA 2.0000 2,200.00 1,100.000 2,200.00 1,100.000 2,200 065 PLANT (GROUP A) EA 8.5000 7,395.00 787.000 6,689 066 PLANT (GROUP U) EA 167.0000 36,740.00 194.000 32,398 067 MAINTAIN EXISTING PLANTED AREAS LS 13,000.0000 13,000.00 0.850 11,050 068 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0 069 WOOD MULCH CY 45.0000 93,150.00 1,070.000 48,150.00 2,070.000 93,150 070 CHECK AND TEST EXISTING IRRIGATION LS 6,000.0000 6,000.00 1.000 6,000 FACILITIES 071 OPERATE EXISTING IRRIGATION FACILITIES LS 3,200.0000 3,200.00 1.000 3,200 072 CONTROL AND NEUTRAL CONDUCTORS LS 35,000.0000 35,000.00 0.960 33,600 073 3/4" REMOTE CONTROL VALVE EA 425.0000 1,275.00 3.000 1,275 074 1" REMOTE CONTROL VALVE EA 460.0000 5,980.00 13.000 5,980 075 1 1/2" REMOTE CONTROL VALVE EA 500.0000 7,500.00 13.000 6,500 076 16-18 STATION IRRIGATION CONTROLLER EA 11,000.0000 66,000.00 0.000 0 (WALL MOUNTED) PROGRAM CAS145 PAGE 4 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24-32 STATION IRRIGATION CONTROLLER EA 11,000.0000 22,000.00 1.000 11,000 (WALL MOUNTED) 078 IRRIGATION CONTROLLER ENCLOSURE EA 3,600.0000 18,000.00 1.000 3,600 CABINET 079 FLOW SENSOR EA 900.0000 2,700.00 1.000 900 080 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 32.0000 352.00 11.000 352 081 RISER SPRINKLER ASSEMBLY EA 25.0000 31,750.00 33.000 825.00 1,194.000 29,850 082 FILTER ASSEMBLY UNIT EA 1,000.0000 5,000.00 5.000 5,000 083 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 20,814.00 6,686.000 20,058 (F) LINE) 084 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 6,684.00 2,228.000 6,684 (F) LINE) 085 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.2500 16,071.25 4,813.000 15,642 (F) (SUPPLY LINE) 086 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.4500 5,330.25 1,380.000 4,761 (F) (SUPPLY LINE) 087 2" PLASTIC PIPE (SCHEDULE 40) LF 9.4000 10,951.00 1,165.000 10,951 (F) (SUPPLY LINE) 088 3" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 15,000.00 1,500.000 15,000 (F) (SUPPLY LINE) 089 BALL VALVE EA 425.0000 2,975.00 7.000 2,975 090 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 100.0000 5,100.00 51.000 5,100 PIPE CONDUIT 091 CLASS 3 AGGREGATE BASE (CY) CY 58.0000 223,416.00 4,996.550 289,799 092 LEAN CONCRETE BASE CY 245.0000 362,600.00 1,480.000 362,600 093 LEAN CONCRETE BASE RAPID SETTING CY 522.0000 19,836.00 38.000 19,836.00 38.000 19,836 094 CEMENT TREATED PERMEABLE BASE CY 200.0000 7,400.00 27.670 5,534.00 37.000 7,400 095 CLASS D FILTER FABRIC SQYD 28.0000 11,480.00 410.090 11,482 096 JOINTED PLAIN CONCRETE PAVEMENT CY 315.0000 1,326,150.00 4,210.850 1,326,417 097 JOINTED PLAIN CONCRETE PAVEMENT CY 610.5000 48,229.50 79.000 48,229.50 79.000 48,229 (RSC) 098 GROUND ANCHOR (SUBHORIZONTAL) EA 3,410.0000 92,070.00 27.000 92,070 099 STEEL SOLDIER PILE (2 - HP 12 X 53) LF 150.0000 80,250.00 535.000 80,250 100 42" DRILLED HOLE LF 111.0000 60,384.00 544.000 60,384 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 850.0000 58,650.00 69.000 58,650 PILE (SIGN FOUNDATION) 102 STRUCTURAL CONCRETE CY 711.0000 387,495.00 545.000 387,495 (F) 103 STRUCTURAL CONCRETE, BRIDGE CY 6,500.0000 19,500.00 3.000 19,500 (F) PROGRAM CAS145 PAGE 5 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, PILASTER CY 7,400.0000 192,400.00 26.000 192,400 (F) 105 STRUCTURAL CONCRETE, COPING CY 1,600.0000 38,400.00 24.000 38,400 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 183,950.00 373.270 242,625 (TYPE R) 107 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 187,200.00 104.000 187,200 (F) 108 CLEAN EXPANSION JOINT LF 64.0000 13,056.00 204.000 13,056 109 JOINT SEAL (MR 1 1/2") LF 115.0000 9,775.00 85.000 9,775 110 JOINT SEAL ASSEMBLY (MR 3") LF 1,100.0000 41,800.00 38.000 41,800 111 JOINT SEAL ASSEMBLY (MR 4") LF 900.0000 34,200.00 38.000 34,200 112 JOINT SEAL (MR 2") LF 125.0000 5,375.00 43.000 5,375 113 JOINT SEAL (TYPE AL) LF 26.4900 2,913.90 110.000 2,913.90 110.000 2,913 114 BAR REINFORCING STEEL LB 1.0000 130,584.00 130,584.000 130,584 (F) 115 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 158.00 150.000 150 (F) 116 BAR REINFORCING STEEL (PILASTER) LB 3.0000 9,696.00 3,232.000 9,696 (F) 117 BAR REINFORCING STEEL (COPING) LB 3.0000 11,391.00 3,797.000 11,391 (F) 118 BAR REINFORCING STEEL (GALVANIZED) LB 3.0000 1,170.00 390.000 1,170 (F) 119 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 162,030.00 49,100.000 162,030 (F) 120 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3300 16,203.00 49,100.000 16,203 (F) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 80.00 0.000 0 (0.063"-UNFRAMED) 122 ROADSIDE SIGN - ONE POST EA 600.0000 2,400.00 0.000 0 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 400.0000 1,200.00 0.000 0 METHOD) 124 FURNISH FORMED PANEL SIGN (OVERHEAD)FOR SQFT 14.0000 6,020.00 430.000 6,020 RETROREFLECTIVE SHEETING (TYPE XI) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 45.00 0.000 0 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 90.00 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,120.00 0.000 0 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 128 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 2,080.00 240.000 960 PROGRAM CAS145 PAGE 6 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 TIMBER LAGGING MFBM 7,000.0000 112,000.00 16.000 112,000 (F) 130 CLEAN AND PAINT STEEL SOLDIER PILING LS 15,000.0000 15,000.00 1.000 15,000 131 PREPARE AND STAIN CONCRETE SQFT 75.0000 7,575.00 101.000 7,575 132 ANTI-GRAFFITI COATING SQFT 3.7000 8,920.70 2,411.000 8,920 (F) 133 24" ALTERNATIVE PIPE CULVERT LF 150.0000 100,500.00 670.000 100,500 134 6" PLASTIC PIPE LF 250.0000 3,250.00 13.000 3,250 135 8" PLASTIC PIPE LF 250.0000 1,500.00 0.000 0 136 18" REINFORCED CONCRETE PIPE LF 160.0000 27,200.00 170.000 27,200 137 24" REINFORCED CONCRETE PIPE LF 200.0000 152,000.00 932.000 186,400 138 24" CORRUGATED STEEL PIPE (.109" THICK) LF 180.0000 3,960.00 21.500 3,870 139 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 44.0000 20,240.00 460.000 20,240 140 6" NON-PERFORATED PLASTIC PIPE LF 54.0000 6,480.00 120.000 6,480 UNDERDRAIN 141 4" PLASTIC PIPE (EDGE DRAIN) LF 69.0000 5,934.00 86.000 5,934 142 CLASS 4 PERMEABLE MATERIAL CY 93.0000 15,810.00 170.000 15,810 143 CLASS 5 PERMEABLE MATERIAL CY 96.0000 15,360.00 160.000 15,360 144 36" PRECAST CONCRETE PIPE MANHOLE LF 430.0000 5,160.00 11.750 5,052 145 ROCK SLOPE PROTECTION CY 210.0000 9,240.00 0.000 0 (F) (FACING, METHOD B) (CY) 146 CONCRETED-ROCK SLOPE PROTECTION CY 425.0000 5,525.00 0.000 0 (F) (FACING, METHOD A) (CY) 147 GABION CY 530.0000 9,010.00 0.000 0 (F) 148 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 30.0000 4,800.00 0.000 0 149 MINOR CONCRETE (GUTTER) (LF) LF 76.0000 13,148.00 173.000 13,148 150 MINOR CONCRETE (GUTTER) (CY) CY 1,400.0000 14,000.00 10.000 14,000 151 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 288.0000 112,320.00 390.000 112,320 AND DRIVEWAY) 152 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 21,600.00 2,160.000 21,600 153 MISCELLANEOUS IRON AND STEEL LB 1.5000 18,900.00 12,600.000 18,900 (F) 154 MISCELLANEOUS METAL LB 250.0000 57,500.00 230.000 57,500 (F) 155 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 9,450.00 305.000 8,235.00 305.000 8,235 PROGRAM CAS145 PAGE 7 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 12' CHAIN LINK GATE (TYPE CL-6) EA 1,600.0000 3,200.00 2.000 3,200.00 2.000 3,200 157 16' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 3,400.00 2.000 3,400.00 2.000 3,400 158 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.0000 45,360.00 1,689.000 45,603 159 CABLE RAILING LF 38.0000 24,054.00 633.000 24,054 (F) 160 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 3,700.00 1.000 3,700 161 END CAP (TYPE A) EA 270.0000 270.00 1.000 270 162 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 725.00 1.000 725 163 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 164 CRASH CUSHION (SCI 100GM) EA 45,000.0000 45,000.00 1.000 45,000 165 CONCRETE BARRIER (TYPE 60C) LF 156.0000 14,352.00 92.000 14,352 166 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 85.0000 25,500.00 300.000 25,500 (F) 167 CONCRETE BARRIER (TYPE 732B) LF 130.0000 700,700.00 604.030 78,523.90 5,246.000 681,980 168 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 14,000.00 0.000 0 169 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,980.00 0.000 0 170 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,620.00 0.000 0 (BROKEN 36-12) 171 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 145.00 0.000 0 (BROKEN 17-7) 172 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,170.00 0.000 0 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 4,200.00 592.000 2,960.00 632.000 3,160 174 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,700.0000 1,700.00 0.020 34.00 0.980 1,666 SYSTEM ELEMENTS DURING CONSTRUCTION 175 TEMPORARY LIGHTING SYSTEM LS 28,000.0000 28,000.00 1.000 28,000 176 MODIFYING EXISTING ELECTRICAL SYSTEM LS 150,000.0000 150,000.00 0.028 4,200.00 0.980 147,000 PROGRAM CAS145 PAGE 8 DATE 08/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X8704 TIME 11:30 AM ESTIMATE NO. 017 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 08/20/18 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 08/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 305,936.58 8,822,619.05 ADJUSTMENT OF COMPENSATION 0.00 600,000.00 EXTRA WORK 0.00 287,213.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 305,936.58 9,709,832.29 177 MOBILIZATION LS 850,000.0000 850,000.00 1.000 850,000 ORIGINAL CONTRACT AMOUNT 9,855,198.60 TOTAL WORK COMPLETED 305,936.58 10,559,832.29 MATERIALS ON HAND ON SITE 10,730.53 DEDUCTIONS 0.00 0.00 TOTAL 305,936.58 10,570,562.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/19/17 645 03/20/17 00/00/00 10/16/18 352 0 0 0 96% 55% PROGRESS IS SATISFACTORY FREMPONG, SAM RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/18