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 05/18/18 EST. NO. 001 TIME 08:43 AM R.E. NAME: RICK SILVA 05-1C6604 --------------------------------------------------------------------------- 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 05/18/18 EST. NO. 001 TIME 08:43 AM R.E. NAME: RICK SILVA 05-1C6604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6604 TIME 08:43 AM ESTIMATE NO. 001 BID OPENING 05/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: RICK SILVA DATE OF THIS ESTIMATE 05/18/18 LOCATION PROGRESS ESTIMATE 05-MON-198-22.4/22.8 ----------------- GRANITE CONSTRUCTION COMPANY IN MONTEREY COUNTY ON ROUTE 198 2716 S. GRANITE COURT ABOUT 22 MILES EAST OF SAN LUCAS FRESNO CA 93706 FROM 0.2 MILE WEST TO 0.2 MILE EAST OF NORTH FORK ROAD FED. AID NO. ACST-S198(73)E WIDEN SHOULDERS AND CORRECT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,250.0000 2,250.00 0.000 0 002 DEVELOP WATER SUPPLY LS 67,000.0000 67,000.00 0.000 0 003 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.700 5,600.00 0.700 5,600 004 TRAFFIC CONTROL SYSTEM LS 115,000.0000 115,000.00 0.800 92,000.00 0.800 92,000 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,000.0000 8,000.00 0.800 6,400.00 0.800 6,400 006 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.800 4,000.00 0.800 4,000 007 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.000 0 PLAN 008 RAIN EVENT ACTION PLAN EA 300.0000 1,200.00 0.000 0 009 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 800.00 0.000 0 010 STORM WATER ANNUAL REPORT EA 300.0000 300.00 0.000 0 011 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 3,900.00 0.000 0 (BONDED FIBER MATRIX) 012 TEMPORARY FIBER ROLL LF 7.0000 4,900.00 224.000 1,568.00 224.000 1,568 013 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 0.000 0 014 STREET SWEEPING LS 3,000.0000 3,000.00 0.800 2,400.00 0.800 2,400 015 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.800 800.00 0.800 800 016 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.2000 7,810.00 0.000 0 STRIPE (HAZARDOUS WASTE) 017 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 3,780.00 547.000 3,829.00 547.000 3,829 018 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000.00 1.000 35,000 019 DUST SUPPRESSANT SQYD 4.0000 16,400.00 4,080.000 16,320.00 4,080.000 16,320 020 ROADWAY EXCAVATION CY 60.0000 116,400.00 1,933.000 115,980.00 1,933.000 115,980 021 ROADWAY EXCAVATION (SELECTED MATERIAL CY 80.0000 14,400.00 180.000 14,400.00 180.000 14,400 TOPSOIL) 022 ROADSIDE CLEARING LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6604 TIME 08:43 AM ESTIMATE NO. 001 BID OPENING 05/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: RICK SILVA DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRAW SQFT 0.0600 3,552.00 0.000 0 024 HYDROSEED SQFT 0.1000 5,920.00 0.000 0 025 COMPOST SQFT 0.2900 17,168.00 0.000 0 026 INCORPORATE MATERIALS SQFT 0.0200 1,184.00 0.000 0 027 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 145,600.00 2,240.000 145,600.00 2,240.000 145,600 028 HOT MIX ASPHALT (TYPE A) TON 120.0000 223,200.00 1,500.000 180,000.00 1,500.000 180,000 029 HOT MIX ASPHALT-OPEN GRADED TON 80.0000 41,600.00 400.000 32,000.00 400.000 32,000 (OPEN GRADED FRICTION COURSE) 030 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 100.0000 2,000.00 0.000 0 031 TACK COAT TON 600.0000 3,600.00 3.000 1,800.00 3.000 1,800 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 8,910.00 982.000 8,838.00 982.000 8,838 033 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500 (F) 034 MINOR CONCRETE CY 5,000.0000 1,000.00 0.200 1,000.00 0.200 1,000 035 CONCRETE BACKFILL (PIPE TRENCH) CY 225.0000 7,200.00 46.300 10,417.50 46.300 10,417 (F) 036 12" REINFORCED CONCRETE PIPE LF 90.0000 5,760.00 66.000 5,940.00 66.000 5,940 037 18" REINFORCED CONCRETE PIPE LF 95.0000 11,400.00 118.000 11,210.00 118.000 11,210 038 18" CORRUGATED STEEL PIPE (.109" THICK) LF 120.0000 2,640.00 0.000 0 039 36" CORRUGATED STEEL PIPE INLET LF 700.0000 2,800.00 0.000 0 (.109" THICK) 040 12" ALTERNATIVE FLARED END SECTION EA 800.0000 3,200.00 4.000 3,200.00 4.000 3,200 041 18" ALTERNATIVE FLARED END SECTION EA 900.0000 2,700.00 0.000 0 042 REMOVE CULVERT (LF) LF 20.0000 1,180.00 64.000 1,280.00 64.000 1,280 043 18" CURED-IN-PLACE PIPELINER LF 400.0000 23,600.00 0.000 0 044 ROCK SLOPE PROTECTION CY 500.0000 3,000.00 6.000 3,000.00 6.000 3,000 (20 LB, CLASS I, METHOD B) (CY) 045 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.0000 1,140.00 58.000 1,160.00 58.000 1,160 046 MINOR CONCRETE (CURB) (LF) LF 200.0000 3,800.00 0.000 0 047 MISCELLANEOUS IRON AND STEEL LB 4.0000 1,900.00 475.000 1,900.00 475.000 1,900 (F) 048 RESET MAILBOX EA 200.0000 1,200.00 6.000 1,200.00 6.000 1,200 049 FENCE (TYPE BW, METAL POST) LF 27.0000 12,690.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6604 TIME 08:43 AM ESTIMATE NO. 001 BID OPENING 05/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: RICK SILVA DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FENCE LF 8.0000 3,920.00 488.000 3,904.00 488.000 3,904 051 REMOVE PAVEMENT MARKER EA 2.0000 340.00 0.000 0 052 DELINEATOR (CLASS 1) EA 75.0000 2,700.00 0.000 0 053 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 5,950.00 168.000 5,880.00 168.000 5,880 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.3500 1,249.50 0.000 0 055 MARKER (CULVERT) EA 50.0000 200.00 0.000 0 056 RESET ROADSIDE SIGN (ONE POST) EA 500.0000 500.00 0.000 0 057 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0 058 THERMOPLASTIC PAVEMENT MARKING SQFT 24.0000 1,320.00 0.000 0 059 THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 2,402.40 0.000 0 (SPRAYABLE) 060 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5500 195.25 0.000 0 061 6" RUMBLE STRIP STA 200.0000 3,600.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 062 12" RUMBLE STRIP STA 200.0000 2,600.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 4 DATE 05/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6604 TIME 08:43 AM ESTIMATE NO. 001 BID OPENING 05/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/18 R.E. NAME: RICK SILVA DATE OF THIS ESTIMATE 05/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 725,126.50 725,126.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 725,126.50 725,126.50 063 MOBILIZATION LS 105,000.0000 105,000.00 1.000 105,000.00 1.000 105,000 ORIGINAL CONTRACT AMOUNT 1,098,561.15 TOTAL WORK COMPLETED 830,126.50 830,126.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 830,126.50 830,126.50 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 07/21/17 55 04/23/18 00/00/00 07/10/18 20 0 0 0 71% 36% PROGRESS IS SATISFACTORY RICK SILVA RESIDENT ENGINEER PROGRAM CAS145 DATE 05/18/18