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 06/14/18 EST. NO. 003 TIME 10:24 AM R.E. NAME: CHOI, EUNMI 04-1G8604 --------------------------------------------------------------------------- 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 0001 15,909.50 E.W. @ L.S.(+) 053118 N 1 0 15,909.50 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 15,909.50 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 06/14/18 EST. NO. 003 TIME 10:24 AM R.E. NAME: CHOI, EUNMI 04-1G8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/14/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8604 TIME 10:24 AM ESTIMATE NO. 003 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 06/14/18 LOCATION PROGRESS ESTIMATE 04-SCL-880-1.3/1.3 ----------------- GRANITE ROCK COMPANY IN SANTA CLARA COUNTY, IN SAN JOSE 5225 HELLYER AVENUE #220 AT BASCOM AVENUE OFF-RAMPS. SAN JOSE CA 95138 FED. AID NO. CIMG- 880-1(82)E CONSTRUCT CONCRETE MEDIAN BARRIERS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 1.000 1,900 002 CONSTRUCTION AREA SIGNS LS 5,800.0000 5,800.00 0.750 4,350 003 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.200 16,000.00 0.600 48,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 300.00 31.000 620 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.0000 7,470.00 2,609.000 7,827 006 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 250.00 19.000 475 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,600.0000 8,600.00 0.200 1,720.00 0.600 5,160 008 TEMPORARY RAILING (TYPE K) LF 25.0000 67,000.00 2,560.000 64,000 009 TEMPORARY CRASH CUSHION EA 300.0000 16,800.00 56.000 16,800 010 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,500.0000 13,000.00 2.000 13,000 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.200 2,000.00 0.600 6,000 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 0.750 562 013 TEMPORARY COVER SQYD 5.0000 8,500.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 3,600.00 6.000 2,400 015 TEMPORARY FIBER ROLL LF 11.0000 7,700.00 700.000 7,700 016 STREET SWEEPING LS 500.0000 500.00 0.200 100.00 0.600 300 017 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 0.200 300.00 0.600 900 018 NOISE MONITORING LS 500.0000 500.00 0.200 100.00 0.600 300 019 REMOVE CONCRETE (CY) CY 350.0000 4,900.00 32.000 11,200 020 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 021 ROADWAY EXCAVATION (TYPE Z-2) CY 240.0000 256,800.00 1,060.900 254,616 (AERIALLY DEPOSITED LEAD) 022 DITCH EXCAVATION CY 225.0000 2,475.00 5.000 1,125.00 11.000 2,475 PROGRAM CAS145 PAGE 2 DATE 06/14/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8604 TIME 10:24 AM ESTIMATE NO. 003 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 06/14/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADSIDE CLEARING LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 024 SOIL AMENDMENT CY 100.0000 300.00 0.000 0 025 SLOW-RELEASE FERTILIZER LB 10.0000 200.00 0.000 0 026 PLANT (GROUP A) EA 16.0000 2,080.00 0.000 0 027 PLANT ESTABLISHMENT WORK LS 6,100.0000 6,100.00 0.000 0 028 WOOD MULCH CY 41.0000 13,120.00 0.000 0 029 CHECK AND TEST EXISTING IRRIGATION LS 500.0000 500.00 1.000 500.00 1.000 500 FACILITIES 030 REMOVE IRRIGATION FACILITY LS 500.0000 500.00 1.000 500.00 1.000 500 031 CONTROL AND NEUTRAL CONDUCTORS LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 (ARMOR-CLAD) 032 2" REMOTE CONTROL VALVE EA 500.0000 500.00 1.000 500.00 1.000 500 033 16-18 STATION IRRIGATION CONTROLLER EA 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 (WALL MOUNTED) 034 2" BACKFLOW PREVENTER ASSEMBLY EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 035 FLOW SENSOR EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 036 RISER SPRINKLER ASSEMBLY EA 16.0000 2,080.00 125.000 2,000.00 125.000 2,000 037 DRIP VALVE ASSEMBLY EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 038 2" GATE VALVE EA 600.0000 600.00 1.000 600.00 1.000 600 039 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 3,210.00 1,070.000 3,210.00 1,070.000 3,210 (F) LINE) 040 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 1,260.00 420.000 1,260.00 420.000 1,260 (F) LINE) 041 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 920.00 230.000 920.00 230.000 920 (F) (SUPPLY LINE) 042 2" PLASTIC PIPE (CLASS 315) LF 5.0000 2,350.00 470.000 2,350.00 470.000 2,350 (F) (SUPPLY LINE) 043 QUICK COUPLING VALVE EA 300.0000 300.00 1.000 300.00 1.000 300 044 BALL VALVE EA 250.0000 250.00 0.000 0 045 8" CORRUGATED HIGH DENSITY LF 250.0000 21,500.00 76.000 19,000.00 116.000 29,000 POLYETHYLENE PIPE CONDUIT 046 IMPORTED TOPSOIL (CY) CY 45.0000 18,450.00 30.000 1,350.00 30.000 1,350 047 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 1,230.00 1,000.000 1,000.00 1,000.000 1,000 048 FIBER ROLLS LF 4.0000 1,840.00 525.000 2,100.00 525.000 2,100 049 HYDROSEED SQFT 0.3500 7,175.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/14/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8604 TIME 10:24 AM ESTIMATE NO. 003 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 06/14/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (CY) CY 40.0000 58,400.00 150.000 6,000.00 150.000 6,000 051 INCORPORATE MATERIALS SQFT 0.5000 7,350.00 14,640.000 7,320.00 14,640.000 7,320 052 CLASS 2 AGGREGATE BASE (CY) CY 155.0000 100,750.00 645.500 100,052 053 HOT MIX ASPHALT (TYPE A) TON 220.0000 94,600.00 175.300 38,566.00 502.800 110,616 054 HOT MIX ASPHALT-OPEN GRADED TON 250.0000 60,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 4,500.00 0.000 0 056 PLACE HOT MIX ASPHALT SQYD 75.0000 900.00 0.000 0 (MISCELLANEOUS AREA) 057 TACK COAT TON 1,000.0000 1,000.00 0.000 0 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 11,850.00 0.000 0 059 REMOVE BASE AND SURFACING CY 55.0000 22,550.00 410.000 22,550 060 MINOR CONCRETE (MINOR STRUCTURE) CY 2,600.0000 13,260.00 1.500 3,900.00 5.100 13,260 (F) 061 MINOR CONCRETE (BACKFILL) CY 300.0000 5,100.00 22.600 6,780 (F) 062 12" ALTERNATIVE PIPE CULVERT LF 250.0000 35,000.00 268.000 67,000 063 18" ALTERNATIVE PIPE CULVERT LF 260.0000 39,000.00 42.000 10,920.00 42.000 10,920 064 DRAINAGE INLET MARKER EA 25.0000 50.00 0.000 0 065 12" ALTERNATIVE FLARED END SECTION EA 125.0000 125.00 2.000 250 066 18" ALTERNATIVE FLARED END SECTION EA 175.0000 350.00 1.000 175.00 1.000 175 067 REMOVE CULVERT (LF) LF 75.0000 3,900.00 92.000 6,900 068 REMOVE INLET EA 1,900.0000 3,800.00 2.000 3,800 069 REMOVE HEADWALL EA 2,200.0000 2,200.00 3.000 6,600 070 ADJUST MANHOLE TO GRADE EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 071 MINOR CONCRETE (MISCELLANEOUS CY 8,200.0000 8,200.00 0.810 6,642.00 0.810 6,642 CONSTRUCTION) 072 MINOR CONCRETE (CURB AND GUTTER) CY 3,600.0000 10,800.00 3.940 14,184.00 3.940 14,184 073 MINOR CONCRETE (TEXTURED PAVING) CY 4,200.0000 25,200.00 0.000 0 074 MISCELLANEOUS IRON AND STEEL LB 1.5000 2,775.00 870.000 1,305.00 1,848.000 2,772 (F) 075 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 55.0000 22,000.00 395.000 21,725.00 395.000 21,725 076 REMOVE CHAIN LINK FENCE LF 10.0000 3,200.00 285.000 2,850 PROGRAM CAS145 PAGE 4 DATE 06/14/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8604 TIME 10:24 AM ESTIMATE NO. 003 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 06/14/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 365.00 0.000 0 078 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 10.000 1,000 079 REMOVE ROADSIDE SIGN EA 50.0000 50.00 1.000 50 (STRAP AND SADDLE BRACKET METHOD) 080 ROADSIDE SIGN - ONE POST EA 275.0000 3,025.00 0.000 0 081 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 80.00 0.000 0 METHOD) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,320.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 130.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 CRASH CUSHION (SCI100-GM) EA 45,000.0000 135,000.00 2.000 90,000.00 3.000 135,000 085 CONCRETE BARRIER (TYPE 60) LF 132.0000 33,000.00 395.000 52,140 086 CONCRETE BARRIER (TYPE 60C) LF 150.0000 91,500.00 70.000 10,500.00 70.000 10,500 087 REMOVE CONCRETE BARRIER (TYPE K) LF 1.0000 400.00 400.000 400 088 REMOVE CRASH CUSHION (SAND FILLED) EA 1.0000 14.00 14.000 14 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 7,560.00 0.000 0 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 1,640.00 0.000 0 091 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 1,120.00 0.000 0 092 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 4,320.00 1,086.000 6,516 093 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 360.00 42.000 504 094 MODIFYING EXISTING ELECTRICAL SYSTEM LS 170,000.0000 170,000.00 0.400 68,000.00 0.800 136,000 095 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 096 TREATED WOOD WASTE LB 1.0000 920.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/14/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8604 TIME 10:24 AM ESTIMATE NO. 003 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: CHOI, EUNMI DATE OF THIS ESTIMATE 06/14/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 357,072.00 1,292,596.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,909.50 15,909.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 372,981.50 1,308,505.50 097 MOBILIZATION LS 145,000.0000 145,000.00 1.000 145,000 ORIGINAL CONTRACT AMOUNT 1,762,374.00 TOTAL WORK COMPLETED 372,981.50 1,453,505.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 372,981.50 1,453,505.50 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 01/18/18 480 03/23/18 02/02/18 07/30/19 59 4 1 0 77% 12% PROGRESS IS SATISFACTORY CHOI, EUNMI RESIDENT ENGINEER PROGRAM CAS145 DATE 06/14/18