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 11/19/18 EST. NO. 009 TIME 11:19 AM R.E. NAME: CARY CRUZ 06-0Q6304 --------------------------------------------------------------------------- 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 11/19/18 EST. NO. 009 TIME 11:19 AM R.E. NAME: CARY CRUZ 06-0Q6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 003 MISSING CEM-2402F -10,000.00 008 MISSING CEM-4401 -10,000.00 008 REC'D ANN CEM-4401 10,000.00 009 REC'D CEM-2402F 10,000.00 009 REC'D CEM-4401 10,000.00 009 30,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 008 REC'D PAYROLL EST.08 10,000.00 009 10,000.00 0.00 TOTAL DEDUCTIONS 40,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/19/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 11:19 AM ESTIMATE NO. 009 BID OPENING 04/11/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 11/19/18 LOCATION FINAL ESTIMATE 06-FRE-41-R29.3/R33.4 -------------- 06-MAD-41-0.0/1.7 EMMETT'S EXCAVATION, INC. IN FRESNO AND MADERA COUNTIES ON 6207 EAST CLINTON AVE ROUTE 41 AT VARIOUS LOCATIONS FRESNO CA 93727 FED. AID NO. NHP-000C-C(436)E CONSTRUCT STAMPED COMCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 1.000 5,500 003 TRAFFIC CONTROL SYSTEM LS 240,000.0000 240,000.00 1.000 240,000 004 CHANNELIZER (SURFACE MOUNTED) EA 44.0000 308.00 7.000 308 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,000.0000 33,000.00 1.000 33,000 006 TEMPORARY RAILING (TYPE K) LF 55.0000 13,200.00 340.000 18,700 007 TEMPORARY CRASH CUSHION MODULE EA 140.0000 1,960.00 14.000 1,960 008 JOB SITE MANAGEMENT LS 1,370.0000 1,370.00 1.000 1,370 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 640.0000 640.00 1.000 640 010 TEMPORARY DRAINAGE INLET PROTECTION EA 155.0000 9,145.00 59.000 9,145 011 TEMPORARY CONCRETE WASHOUT LS 13,300.0000 13,300.00 1.000 13,300 012 TREATED WOOD WASTE LB 0.3300 5,874.00 16,846.000 5,559 013 RELOCATE GRAVEL ROCK BLANKET SQFT 33.0000 15,510.00 470.000 15,510 014 REMOVE CONCRETE (CY) CY 815.0000 4,075.00 5.000 4,075 015 CLEARING AND GRUBBING (LS) LS 87,000.0000 87,000.00 1.000 87,000 016 ROADWAY EXCAVATION CY 50.0000 291,500.00 6,001.000 300,050 017 PERVIOUS BACKFILL MATERIAL (RETAINING CY 745.0000 1,490.00 2.000 1,490 (F) WALL) 018 RELOCATE SPRINKLER ASSEMBLY EA 277.0000 3,878.00 14.000 3,878 019 MAINTAIN EXISTING PLANTED AREAS LS 14,000.0000 14,000.00 1.000 14,000 020 WOOD MULCH CY 70.0000 53,900.00 758.600 53,102 021 CHECK AND TEST EXISTING IRRIGATION LS 3,200.0000 3,200.00 1.000 3,200 FACILITIES 022 OPERATE EXISTING IRRIGATION FACILITIES LS 2,800.0000 2,800.00 1.000 2,800 PROGRAM CAS145 PAGE 2 DATE 11/19/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 11:19 AM ESTIMATE NO. 009 BID OPENING 04/11/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 11/19/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLASS 2 AGGREGATE BASE (CY) CY 108.0000 330,480.00 2,927.000 316,116 024 MINOR HOT MIX ASPHALT TON 371.0000 103,880.00 315.140 116,916 025 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.5400 3,770.00 589.000 4,441 026 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5400 4,524.00 579.000 4,365 027 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5400 98.02 0.000 0 028 PLACE HOT MIX ASPHALT SQYD 9.5000 9,690.00 1,128.760 10,723 (MISCELLANEOUS AREA) 029 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 9,240.00 1,344.000 9,408 030 STRUCTURAL CONCRETE, RETAINING WALL CY 620.0000 18,600.00 41.000 25,420 (F) 031 MINOR CONCRETE (MINOR STRUCTURE) CY 8,000.0000 8,000.00 1.000 8,000 (F) 032 RIPPED TEXTURE (REINFORCING BAR) SQFT 7.7500 1,937.50 250.000 1,937 033 BAR REINFORCING STEEL (RETAINING WALL) LB 3.3500 4,512.45 1,700.000 5,695 (F) 034 REMOVE SIGN STRUCTURE (EA) EA 2,300.0000 2,300.00 1.000 2,300 035 18" REINFORCED CONCRETE PIPE LF 650.0000 3,900.00 6.000 3,900 036 MINOR CONCRETE (GUTTER) (CY) CY 1,000.0000 2,500.00 5.000 5,000 037 MINOR CONCRETE (DRIVEWAY) CY 1,150.0000 5,750.00 11.500 13,225 038 MINOR CONCRETE (STAMPED CONCRETE) SQFT 5.8000 910,600.00 157,000.000 910,600 039 MISCELLANEOUS IRON AND STEEL LB 3.3000 1,075.80 326.000 1,075 (F) 040 CHAIN LINK FENCE (TYPE CL-6) LF 110.0000 7,370.00 67.000 7,370 041 5' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 2,000.00 1.000 2,000 042 REMOVE CHAIN LINK FENCE LF 50.0000 3,900.00 78.000 3,900 043 RELOCATE GATE EA 1,600.0000 4,800.00 2.000 3,200 044 REMOVE ROADSIDE SIGN EA 140.0000 980.00 7.000 980 045 RELOCATE ROADSIDE SIGN EA 220.0000 440.00 2.000 440 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,036.00 74.000 1,036 (0.063"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 610.00 61.000 610 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,200.00 210.000 4,200 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 11/19/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 11:19 AM ESTIMATE NO. 009 BID OPENING 04/11/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 11/19/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 1,400.00 280.000 1,400 050 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 2.000 600 051 ROADSIDE SIGN - TWO POST EA 500.0000 3,500.00 7.000 3,500 052 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 44,800.00 1,200.000 42,000 053 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 115.0000 8,625.00 75.000 8,625 (STEEL POST) 054 END ANCHOR ASSEMBLY (TYPE SFT) EA 990.0000 5,940.00 6.000 5,940 055 ALTERNATIVE CRASH CUSHION SYSTEM EA 8,000.0000 24,000.00 3.000 24,000 056 CONCRETE BARRIER (TYPE 60C) LF 190.0000 36,100.00 190.000 36,100 057 REMOVE GUARDRAIL LF 14.0000 15,120.00 1,144.000 16,016 058 RELOCATE CRASH CUSHION EA 20,000.0000 20,000.00 1.000 20,000 059 REMOVE CONCRETE BARRIER LF 55.0000 4,675.00 85.000 4,675 060 REMOVE CRASH CUSHION (SAND FILLED) EA 3,000.0000 6,000.00 2.000 6,000 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,000.0000 8,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 062 MODIFYING EXISTING ELECTRICAL SYSTEM LS 238,000.0000 238,000.00 1.000 238,000 PROGRAM CAS145 PAGE 4 DATE 11/19/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 11:19 AM ESTIMATE NO. 009 BID OPENING 04/11/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 11/19/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,685,303.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,685,303.36 063 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000 ORIGINAL CONTRACT AMOUNT 2,715,603.77 TOTAL WORK COMPLETED 0.00 2,735,303.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 40,000.00 0.00 TOTAL 40,000.00 2,735,303.36 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/30/17 90 09/13/17 09/13/17 08/27/18 100 138 10 0 100% 100% CARY CRUZ RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/18