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 11/27/18 EST. NO. 030 TIME 01:58 PM R.E. NAME: RAVANIPOUR, MOHAMMAD 12-0N1104 --------------------------------------------------------------------------- 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 11/27/18 EST. NO. 030 TIME 01:58 PM R.E. NAME: RAVANIPOUR, MOHAMMAD 12-0N1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 CY2016 -10,000.00 009 RELEASE CEM4401 10,000.00 013 NON SUBMIT CEM 4401 -10,000.00 021 RELEASE CEM 4401 10,000.00 025 0.00 0.00 LABOR COMPLIANCE VIOLATION USS CAL&MTGL UNDERPT -10,000.00 009 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 01:58 PM ESTIMATE NO. 030 BID OPENING 10/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 11/27/18 LOCATION PROGRESS ESTIMATE 12-ORA-133-9.5/9.5 ----------------- USS CAL BUILDERS INC IN ORANGE COUNTY IN IRVINE AT ROUTE 8051 MAIN STREET 133 / 5 SEPARATION. STANTON CA 90680 FED. AID NO. NHP-X059(64)E DEEP INJECTION GROUTING. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,050.0000 16,050.00 1.000 16,050 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 1,120,000.00 446.000 1,248,800 004 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 1.000 9,000 005 TRAFFIC CONTROL SYSTEM LS 561,750.0000 561,750.00 1.000 561,750 006 TYPE III BARRICADE EA 70.0000 420.00 6.000 420 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,600.00 125.000 5,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 64,200.0000 64,200.00 1.000 64,200 009 TEMPORARY RAILING (TYPE K) LF 28.0000 232,680.00 11,885.000 332,780 010 TEMPORARY CRASH CUSHION MODULE EA 192.6000 23,112.00 115.000 22,149 011 TEMPORARY TRAFFIC SCREEN LF 9.6300 43,046.10 9,234.000 88,923 012 JOB SITE MANAGEMENT LS 26,750.0000 26,750.00 1.000 26,750 013 PREPARE STORM WATER POLLUTION PREVENTION LS 1,391.0000 1,391.00 1.000 1,391 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 23,500.00 24.000 12,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 214.0000 4,066.00 16.000 3,424 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 017 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 26,880.00 38,400.000 26,880 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 160.5000 1,284.00 8.000 1,284 019 TEMPORARY FIBER ROLL LF 1.5600 17,940.00 9,865.000 15,389 020 TEMPORARY SILT FENCE LF 1.6100 5,248.60 2,530.000 4,073 021 TEMPORARY CONSTRUCTION ENTRANCE EA 3,210.0000 12,840.00 4.000 12,840 022 STREET SWEEPING LS 57,780.0000 57,780.00 1.000 57,780 PROGRAM CAS145 PAGE 2 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 01:58 PM ESTIMATE NO. 030 BID OPENING 10/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 16,050.0000 16,050.00 1.000 16,050 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0700 4,815.00 5,068.000 5,422 STRIPE (HAZARDOUS WASTE) 025 REMOVE GUARDRAIL LF 4.2800 18,532.40 4,257.000 18,219 026 REMOVE FLARED END SECTION EA 535.0000 535.00 1.000 535 027 REMOVE IRRIGATION FACILITY LS 10,700.0000 10,700.00 1.000 10,700 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.4300 12,341.00 24,870.000 10,694 029 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1400 556.40 252.000 539 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 6,567.00 15,576.000 5,140 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.3500 695.50 130.000 695 032 REMOVE PAVEMENT MARKER EA 1.0700 1,658.50 1,361.000 1,456 033 REMOVE OVERSIDE DRAIN EA 6,634.0000 6,634.00 1.000 6,634 034 REMOVE PIPE (LF) LF 32.1000 15,087.00 449.000 14,412 035 REMOVE INLET EA 535.0000 3,210.00 6.000 3,210 036 REMOVE SLOPE PAVING (SQFT) SQFT 2.1400 82,713.14 6,172.940 13,210 037 CHEMICAL PERMEATION GROUTING CY 401.2500 2,969,250.00 0.000 0 038 REMOVE CRASH CUSHION (SAND FILLED) EA 53.5000 749.00 14.000 749 039 CLEARING AND GRUBBING (LS) LS 90,000.0000 90,000.00 1.000 90,000 040 DUST PALLIATIVE LS 40,000.0000 40,000.00 1.000 40,000 041 ROADWAY EXCAVATION CY 16.0500 1,476,600.00 106,604.550 1,711,003 042 STRUCTURE EXCAVATION (SLOPE PAVING) CY 43.0000 105,866.00 243.190 10,457 (F) 043 STRUCTURE BACKFILL (SLOPE PAVING) CY 64.2000 158,060.40 1,297.890 83,324 (F) 044 IMPORTED BORROW (CY) CY 30.0000 3,180,000.00 118,062.000 3,541,860 045 GEOSYNTHETIC REINFORCEMENT SQYD 9.7000 238,620.00 76,579.000 742,816 046 WEED GERMINATION SQYD 0.1300 7,670.00 59,000.000 7,670 047 SOIL AMENDMENT CY 65.0000 3,250.00 53.000 3,445 048 ENDOMYCORRHIZAL INOCULUM LB 7.5000 3,825.00 510.000 3,825 049 PLANT (GROUP K) EA 310.3000 23,582.80 79.000 24,513 PROGRAM CAS145 PAGE 3 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 01:58 PM ESTIMATE NO. 030 BID OPENING 10/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP A) EA 7.5000 48,225.00 6,430.000 48,225 051 PLANT (GROUP U) EA 155.1500 4,809.65 31.000 4,809 052 MAINTAIN EXISTING PLANTED AREAS LS 144,450.0000 144,450.00 1.000 144,450 053 PLANT ESTABLISHMENT WORK LS 107,000.0000 107,000.00 0.050 5,350.00 0.650 69,550 054 WOOD MULCH CY 46.5500 235,077.50 7,446.000 346,611 055 CHECK AND TEST EXISTING IRRIGATION LS 3,210.0000 3,210.00 1.000 3,210 FACILITIES 056 OPERATE EXISTING IRRIGATION FACILITIES LS 20,330.0000 20,330.00 1.000 20,330 057 CONTROL AND NEUTRAL CONDUCTORS LS 69,550.0000 69,550.00 1.000 69,550 058 1 1/2" REMOTE CONTROL VALVE EA 347.7500 695.50 2.000 695 059 2" REMOTE CONTROL VALVE EA 374.5000 11,984.00 32.000 11,984 060 TREE WELL SPRINKLER ASSEMBLY EA 53.5000 11,770.00 220.000 11,770 061 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 48.1500 16,852.50 350.000 16,852 062 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 107.0000 4,601.00 43.000 4,601 063 DRIP VALVE ASSEMBLY EA 80,250.0000 240,750.00 3.000 240,750 064 2" GATE VALVE EA 353.1000 353.10 2.000 706 065 4" GATE VALVE EA 1,177.0000 2,354.00 3.000 3,531 066 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.7500 27,750.00 7,400.000 27,750 (F) LINE) 067 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.5500 40,722.50 8,950.000 40,722 (F) (SUPPLY LINE) 068 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0500 15,125.00 2,500.000 15,125 (F) (SUPPLY LINE) 069 2" PLASTIC PIPE (CLASS 315) LF 5.3500 71,155.00 13,300.000 71,155 (F) (SUPPLY LINE) 070 3" PLASTIC PIPE (CLASS 315) LF 10.7000 11,770.00 1,100.000 11,770 (F) (SUPPLY LINE) 071 4" PLASTIC PIPE (CLASS 315) LF 12.1000 25,047.00 4,280.000 51,788 (F) (SUPPLY LINE) 072 BALL VALVE EA 214.0000 1,070.00 5.000 1,070 073 10" CORRUGATED HIGH DENSITY LF 107.0000 5,350.00 50.000 5,350 POLYETHYLENE PIPE CONDUIT 074 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 417.3000 417.30 0.000 0 075 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.1300 1,066.00 0.000 0 076 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.3300 2,706.00 0.000 0 (SQFT) PROGRAM CAS145 PAGE 4 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 01:58 PM ESTIMATE NO. 030 BID OPENING 10/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COMPOST SQFT 0.5000 4,100.00 0.000 0 078 CLASS 2 AGGREGATE BASE (CY) CY 64.2000 112,992.00 2,320.000 148,944 079 HOT MIX ASPHALT (TYPE A) TON 81.3800 572,915.20 7,830.630 637,256 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 150,150.00 1,856.670 194,950 081 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.0000 700.00 70.000 700 082 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 9,250.00 2,049.000 10,245 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 TACK COAT TON 813.9000 11,394.60 15.000 12,208 085 MINOR CONCRETE (MINOR STRUCTURE) CY 3,745.0000 74,900.00 20.000 74,900 (F) 086 ROADSIDE SIGN - ONE POST EA 374.5000 1,123.50 3.000 1,123 087 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 13.3800 642.24 48.000 642 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 088 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.2300 347.04 48.000 347 089 18" PLASTIC PIPE LF 128.4000 2,311.20 32.000 4,108 090 24" PLASTIC PIPE LF 85.6000 23,968.00 300.000 25,680 091 18" CORRUGATED STEEL PIPE (.079" THICK) LF 107.0000 5,029.00 32.000 3,424 092 24" CORRUGATED STEEL PIPE (.079" THICK) LF 107.0000 12,840.00 159.000 17,013 093 18" STEEL FLARED END SECTION EA 3,210.0000 3,210.00 1.000 3,210 094 SLOPE PAVING (CONCRETE) CY 802.5000 372,360.00 334.320 268,291 095 SLOPE PAVING (CONCRETE PAVERS) SQFT 58.8500 42,783.95 0.000 0 096 MINOR CONCRETE (STAMPED CONCRETE) SQFT 11.7700 447,260.00 41,049.600 483,153 097 MISCELLANEOUS IRON AND STEEL LB 1.1300 2,578.66 2,282.000 2,578 (F) 098 DELINEATOR (CLASS 1) EA 53.5000 214.00 4.000 214 099 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.7500 105,662.50 3,951.000 105,689 100 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.4000 115,116.00 2,380.000 172,312 101 TRANSITION RAILING (TYPE WB-31) EA 3,850.9300 26,956.51 7.000 26,956 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,048.6000 2,097.20 2.000 2,097 PROGRAM CAS145 PAGE 5 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 01:58 PM ESTIMATE NO. 030 BID OPENING 10/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,796.9800 13,984.90 5.000 13,984 104 CRASH CUSHION, SAND FILLED EA 294.2500 4,119.50 14.000 4,119 105 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 8,262.00 21,075.000 11,380 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0700 5,596.10 6,629.000 7,093 107 THERMOPLASTIC PAVEMENT MARKING SQFT 5.3500 695.50 126.000 674 108 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3300 9,471.00 29,407.000 9,704 109 PAINT PAVEMENT MARKING (2-COAT) SQFT 6.4200 1,669.20 252.000 1,617 110 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1400 813.20 422.000 903 111 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2100 3,787.80 1,160.000 3,723 112 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,140.0000 2,140.00 1.000 2,140 SYSTEM ELEMENTS DURING CONSTRUCTION 113 LIGHTING AND SIGN ILLUMINATION LS 74,900.0000 74,900.00 1.000 74,900 114 LIGHTING AND SIGN ILLUMINATION (TEMP) LS 19,260.0000 19,260.00 1.000 19,260 115 MICROWAVE VEHICLE DETECTION SYSTEM LS 80,250.0000 80,250.00 1.000 80,250 (TEMP) 116 TRAFFIC MONITORING STATION LS 21,400.0000 21,400.00 1.000 21,400 117 COMMUNICATION SYSTEM (TEMP) LS 37,450.0000 37,450.00 1.000 37,450 118 COMMUNICATION SYSTEM LS 58,850.0000 58,850.00 1.000 58,850 119 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 120 ROADWAY EXCAVATION (DETOUR) CY 150.0000 9,750.00 130.000 19,500 121 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 150.0000 9,300.00 62.000 9,300 122 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 14.1300 5,228.10 370.000 5,228 PROGRAM CAS145 PAGE 6 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 01:58 PM ESTIMATE NO. 030 BID OPENING 10/14/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: RAVANIPOUR, MOHAMMAD DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,350.00 12,685,849.72 ADJUSTMENT OF COMPENSATION 0.00 101,414.84 EXTRA WORK 0.00 1,319,896.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,350.00 14,107,160.92 123 MOBILIZATION LS 685,000.0000 685,000.00 1.000 685,000 ORIGINAL CONTRACT AMOUNT 15,014,625.79 TOTAL WORK COMPLETED 5,350.00 14,792,160.92 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 5,350.00 14,782,160.92 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 02/03/16 640 05/31/16 03/28/16 02/28/19 446 183 46 0 96% 65% PROGRESS IS SATISFACTORY RAVANIPOUR, MOHAMMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/18