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 01/22/20 EST. NO. 009 TIME 11:42 AM R.E. NAME: HATAEFI, AMIR 04-0J3804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0002 972.19 E.W. @ F.A.(+) 121619 N 210.10 0003 11,082.58 121819 N 212.10 0004 10,907.74 121719 N 211.10 011 0001 16,948.44 A.C. @ L.S.(+) 012120 N RE 1 0 39,910.95 TOTAL THIS ESTIMATE 247,554.15 TOTAL PREVIOUS ESTIMATE 287,465.10 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 01/22/20 EST. NO. 009 TIME 11:42 AM R.E. NAME: HATAEFI, AMIR 04-0J3804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3804 TIME 11:42 AM ESTIMATE NO. 009 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 01/20/20 R.E. NAME: HATAEFI, AMIR DATE OF THIS ESTIMATE 01/22/20 LOCATION RERUN PROGRESS ESTIMATE 04-CC-680-R11.0/R12.0 ----------------------- GHILOTTI CONSTRUCTION CO.,INC. IN CONTRA COSTA COUNTY NEAR ALAMO JACK WU BETWEEN RUDGEAR ROAD UC TO 0.2 MILE 246 GHILOTTI AVENUE SOUTH OF LIVORNA ROAD UC SANTA ROSA CA 95407 FED. AID NO. ACIM-6801(85)E LAND SLIDE REPAIR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 975.0000 975.00 1.000 975 002 TIME-RELATED OVERHEAD (LS) LS 900,000.0000 900,000.00 0.020 18,000.00 1.000 900,000 003 DEVELOP WATER SUPPLY LS 2,000.0000 2,000.00 1.000 2,000 004 CONSTRUCTION AREA SIGNS LS 8,200.0000 8,200.00 0.750 6,150 005 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 006 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 1,600.00 0.000 0 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.000 0 008 TEMPORARY RAILING (TYPE K) LF 35.0000 24,150.00 0.000 0 009 TEMPORARY CRASH CUSHION MODULE EA 400.0000 11,200.00 0.000 0 010 JOB SITE MANAGEMENT LS 18,800.0000 18,800.00 0.010 188.00 0.990 18,612 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,558.0000 1,558.00 0.930 1,448 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 8,000.00 6.000 3,000.00 10.000 5,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 4,800.00 3.000 1,200 014 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 015 TEMPORARY COVER SQYD 7.0000 40,110.00 8,940.500 62,583 016 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 400.00 1.000 200.00 9.000 1,800 017 TEMPORARY FIBER ROLL LF 7.0000 11,550.00 2,658.000 18,606 018 TEMPORARY GRAVEL BAG BERM LF 10.0000 1,000.00 110.000 1,100 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 3,500.00 2.000 7,000 020 TEMPORARY CONSTRUCTION ROADWAY SQYD 50.0000 62,000.00 1,240.000 62,000 021 STREET SWEEPING LS 8,800.0000 8,800.00 0.930 8,184 022 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3804 TIME 11:42 AM ESTIMATE NO. 009 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 01/20/20 R.E. NAME: HATAEFI, AMIR DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 NOISE MONITORING LS 1,000.0000 1,000.00 1.000 1,000 024 REMOVE CONCRETE (CY) CY 1,000.0000 1,100.00 1.100 1,100 025 TEMPORARY REINFORCED SILT FENCE (TYPE 1) LF 9.0000 44,100.00 4,361.000 39,249 026 CLEARING AND GRUBBING (LS) LS 5,000.0000 5,000.00 1.000 5,000 027 ROADWAY EXCAVATION CY 15.0000 417,750.00 28,570.000 428,550 028 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 55.0000 91,300.00 1,660.000 91,300 (F) 029 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 175.0000 22,400.00 128.000 22,400 (F) 030 DITCH EXCAVATION CY 175.0000 11,025.00 63.000 11,025 031 GEOSYNTHETIC REINFORCEMENT SQYD 3.0000 13,290.00 5,240.000 15,720 032 ROADSIDE CLEARING LS 1,000.0000 1,000.00 0.950 950 033 SOIL AMENDMENT CY 100.0000 1,000.00 5.000 500.00 13.000 1,300 034 PACKET FERTILIZER EA 1.0000 500.00 112.000 112.00 562.000 562 035 PLANT (GROUP B) EA 30.0000 6,000.00 100.000 3,000 036 PLANT (GROUP U) EA 150.0000 7,500.00 56.000 8,400.00 76.000 11,400 037 PLANT ESTABLISHMENT WORK LS 31,000.0000 31,000.00 0.000 0 038 WOOD MULCH CY 100.0000 4,800.00 18.000 1,800.00 18.000 1,800 039 CHECK AND TEST EXISTING IRRIGATION LS 500.0000 500.00 1.000 500 FACILITIES 040 REMOVE IRRIGATION FACILITY LS 500.0000 500.00 1.000 500 041 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 0.200 1,000.00 1.000 5,000 042 1 1/2" REMOTE CONTROL VALVE EA 500.0000 2,500.00 3.000 1,500.00 8.000 4,000 043 2" REMOTE CONTROL VALVE EA 650.0000 650.00 1.000 650 044 2 1/2" WYE STRAINER ASSEMBLY EA 750.0000 1,500.00 1.000 750.00 3.000 2,250 045 BATTERY POWERED IRRIGATION CONTROLLER EA 500.0000 1,500.00 0.000 0 046 CERTIFY EXISTING BACKFLOW PREVENTERS LS 250.0000 250.00 0.750 187 047 TREE WELL SPRINKLER ASSEMBLY EA 60.0000 3,000.00 56.000 3,360.00 86.000 5,160 048 RISER SPRINKLER ASSEMBLY EA 25.0000 5,000.00 3.000 75.00 203.000 5,075 049 2 1/2" GATE VALVE EA 500.0000 3,500.00 3.000 1,500.00 10.000 5,000 PROGRAM CAS145 PAGE 3 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3804 TIME 11:42 AM ESTIMATE NO. 009 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 01/20/20 R.E. NAME: HATAEFI, AMIR DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 20,880.00 4,659.000 27,954.00 8,139.000 48,834 LINE) 051 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 32,760.00 3,569.000 24,983.00 8,249.000 57,743 (SUPPLY LINE) 052 2 1/2" PLASTIC PIPE (CLASS 315) LF 10.0000 31,300.00 4,928.000 49,280.00 8,058.000 80,580 (SUPPLY LINE) 053 PRESSURE REGULATING VALVE EA 800.0000 800.00 1.000 800 054 QUICK COUPLING VALVE EA 300.0000 600.00 1.000 300.00 3.000 900 055 IMPORTED TOPSOIL (CY) CY 100.0000 36,000.00 454.000 45,400 056 DRY SEED (SQFT) SQFT 0.4300 4,128.00 12,800.000 5,504 057 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5300 30,210.00 21,346.000 11,313 058 HYDROMULCH SQFT 0.0800 13,600.00 21,101.000 1,688 059 FIBER ROLLS LF 3.1900 13,717.00 576.000 1,837 060 HYDROSEED SQFT 0.1600 27,200.00 21,101.000 3,376 061 COMPOST (CY) CY 50.0000 7,500.00 0.000 0 062 LEAN CONCRETE BASE RAPID SETTING CY 450.0000 11,700.00 33.000 14,850 063 HOT MIX ASPHALT (TYPE A) TON 250.0000 19,500.00 38.600 9,650.00 171.440 42,860 064 TACK COAT TON 600.0000 1,200.00 2.000 1,200 065 SOIL NAIL LF 28.0000 564,900.00 20,175.000 564,900 066 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 5,750.00 2.300 5,750 (F) 067 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 2.5000 182,750.00 73,100.000 182,750 (F) 068 SCULPTED SHOTCRETE SQFT 5.0000 111,750.00 22,350.000 111,750 069 STRUCTURAL SHOTCRETE CY 625.0000 562,500.00 900.000 562,500 (F) 070 18" ALTERNATIVE PIPE CULVERT LF 100.0000 11,000.00 110.000 11,000 071 12" CORRUGATED STEEL PIPE (.064" THICK) LF 150.0000 3,750.00 34.000 5,100 072 INLET DEPRESSION EA 4,000.0000 8,000.00 2.000 8,000 073 ABANDON CULVERT (LF) LF 200.0000 2,000.00 10.000 2,000 074 REMOVE CULVERT (LF) LF 50.0000 3,850.00 77.000 3,850 075 REMOVE INLET EA 2,000.0000 2,000.00 1.000 2,000 076 CONCRETE (GUTTER LINING) CY 1,000.0000 30,000.00 52.500 52,500 PROGRAM CAS145 PAGE 4 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3804 TIME 11:42 AM ESTIMATE NO. 009 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 01/20/20 R.E. NAME: HATAEFI, AMIR DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 3.0000 1,767.00 589.000 1,767.00 589.000 1,767 (F) 078 MISCELLANEOUS METAL (SAFETY HOOKUP) LB 8.0000 17,312.00 2,164.000 17,312 (F) 079 PREPARE AND STAIN SHOTCRETE SQFT 2.8000 62,580.00 22,350.000 62,580 080 CABLE RAILING LF 35.0000 54,880.00 1,568.000 54,880 (F) 081 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.900 2,250 SYSTEM ELEMENTS DURING CONSTRUCTION 082 MODIFYING EXISTING ELECTRICAL SYSTEM LS 170,000.0000 170,000.00 0.900 153,000 083 IRRIGATION WATER SERVICE CHARGES LS 2,000.0000 2,000.00 0.000 0 084 RENEWABLE DIESEL EQUIPMENT VERIFICATION EA 500.0000 4,000.00 7.000 3,500 PROGRAM CAS145 PAGE 5 DATE 01/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3804 TIME 11:42 AM ESTIMATE NO. 009 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 01/20/20 R.E. NAME: HATAEFI, AMIR DATE OF THIS ESTIMATE 01/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 154,319.00 3,922,613.00 ADJUSTMENT OF COMPENSATION 16,948.44 165,659.42 EXTRA WORK 22,962.51 121,805.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 194,229.95 4,210,078.10 085 MOBILIZATION LS 430,000.0000 430,000.00 1.000 430,000 ORIGINAL CONTRACT AMOUNT 4,334,692.00 TOTAL WORK COMPLETED 194,229.95 4,640,078.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 194,229.95 4,640,078.10 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 02/05/19 220 04/02/19 04/02/19 11/06/20 219 75 2 0 96% 99% PROGRESS IS SATISFACTORY HATAEFI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/20