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 12/26/17 EST. NO. 019 TIME 10:47 AM R.E. NAME: MATINPOUR,HAMID 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 --------------------------------------------------------------------------- 004 0024 4,022.12 E.W. @ F.A.(+) 082917 N 64 0 4,022.12 TOTAL THIS ESTIMATE 790,653.54 TOTAL PREVIOUS ESTIMATE 794,675.66 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 12/26/17 EST. NO. 019 TIME 10:47 AM R.E. NAME: MATINPOUR,HAMID 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 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 10:47 AM ESTIMATE NO. 019 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 12/20/17 R.E. NAME: MATINPOUR,HAMID DATE OF THIS ESTIMATE 12/26/17 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 0.050 802.50 0.850 13,642 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 1,120,000.00 19.000 53,200.00 360.000 1,008,000 004 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.500 4,500 005 TRAFFIC CONTROL SYSTEM LS 561,750.0000 561,750.00 0.050 28,087.50 0.950 533,662 006 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 0.050 3,210.00 0.950 60,990 009 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 0.050 1,337.50 0.900 24,075 013 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 0.000 0 017 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 26,880.00 28,435.000 19,904 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 160.5000 1,284.00 6.000 963 019 TEMPORARY FIBER ROLL LF 1.5600 17,940.00 375.000 585.00 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 0.050 2,889.00 0.850 49,113 PROGRAM CAS145 PAGE 2 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 10:47 AM ESTIMATE NO. 019 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 12/20/17 R.E. NAME: MATINPOUR,HAMID DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 802.50 0.850 13,642 024 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 3,746.000 16,032 026 REMOVE FLARED END SECTION EA 535.0000 535.00 1.000 535 027 REMOVE IRRIGATION FACILITY LS 10,700.0000 10,700.00 0.900 9,630 028 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 15,087.00 416.000 13,353 035 REMOVE INLET EA 535.0000 3,210.00 6.000 3,210 036 REMOVE SLOPE PAVING (SQFT) SQFT 2.1400 82,713.14 793.940 1,699.03 3,515.470 7,523 037 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 0.950 38,000 041 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 0.500 21 (F) 043 STRUCTURE BACKFILL (SLOPE PAVING) CY 64.2000 158,060.40 0.000 0 (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 42,880.000 5,574 047 SOIL AMENDMENT CY 65.0000 3,250.00 11.000 715.00 47.000 3,055 048 ENDOMYCORRHIZAL INOCULUM LB 7.5000 3,825.00 504.000 3,780 049 PLANT (GROUP K) EA 310.3000 23,582.80 79.000 24,513 PROGRAM CAS145 PAGE 3 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 10:47 AM ESTIMATE NO. 019 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 12/20/17 R.E. NAME: MATINPOUR,HAMID DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,500.000 41,250 051 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 0.100 14,445.00 0.950 137,227 053 PLANT ESTABLISHMENT WORK LS 107,000.0000 107,000.00 0.000 0 054 WOOD MULCH CY 46.5500 235,077.50 1,923.000 89,515.65 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 0.950 19,313 057 CONTROL AND NEUTRAL CONDUCTORS LS 69,550.0000 69,550.00 0.950 66,072 058 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 11,770.00 190.000 10,165 061 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 48.1500 16,852.50 218.000 10,496 062 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 107.0000 4,601.00 20.000 2,140 063 DRIP VALVE ASSEMBLY EA 80,250.0000 240,750.00 0.000 0 064 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 4,640.000 17,400 (F) LINE) 067 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.5500 40,722.50 5,576.000 25,370 (F) (SUPPLY LINE) 068 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0500 15,125.00 4,910.000 29,705 (F) (SUPPLY LINE) 069 2" PLASTIC PIPE (CLASS 315) LF 5.3500 71,155.00 8,800.000 47,080 (F) (SUPPLY LINE) 070 3" PLASTIC PIPE (CLASS 315) LF 10.7000 11,770.00 1,340.000 14,338 (F) (SUPPLY LINE) 071 4" PLASTIC PIPE (CLASS 315) LF 12.1000 25,047.00 2,140.000 25,894 (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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 10:47 AM ESTIMATE NO. 019 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 12/20/17 R.E. NAME: MATINPOUR,HAMID DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 68.000 680 082 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 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 088 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.2300 347.04 0.000 0 089 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 61.400 49,273.50 88.840 71,294 095 SLOPE PAVING (CONCRETE PAVERS) SQFT 58.8500 42,783.95 0.000 0 096 MINOR CONCRETE (STAMPED CONCRETE) SQFT 11.7700 447,260.00 5,850.000 68,854.50 29,350.000 345,449 097 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 10:47 AM ESTIMATE NO. 019 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 12/20/17 R.E. NAME: MATINPOUR,HAMID DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 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 0.600 1,284 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 0.050 4,012.50 1.000 80,250 (TEMP) 116 TRAFFIC MONITORING STATION LS 21,400.0000 21,400.00 0.250 5,350.00 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 5,228.10 364.000 5,143 PROGRAM CAS145 PAGE 6 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1104 TIME 10:47 AM ESTIMATE NO. 019 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 12/20/17 R.E. NAME: MATINPOUR,HAMID DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 324,779.18 11,532,797.50 ADJUSTMENT OF COMPENSATION 0.00 339,689.84 EXTRA WORK 4,022.12 454,985.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 328,801.30 12,327,473.16 123 MOBILIZATION LS 685,000.0000 685,000.00 1.000 685,000 ORIGINAL CONTRACT AMOUNT 15,014,625.79 TOTAL WORK COMPLETED 328,801.30 13,012,473.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 328,801.30 13,002,473.16 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 02/22/18 360 73 0 0 90% 56% PROGRESS IS SATISFACTORY MATINPOUR,HAMID RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/17