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 03/20/18 EST. NO. 005 TIME 09:08 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 03/20/18 EST. NO. 005 TIME 09:08 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 09:08 AM ESTIMATE NO. 005 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 03/20/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 03/20/18 LOCATION PROGRESS 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 0.200 1,100.00 0.800 4,400 003 TRAFFIC CONTROL SYSTEM LS 240,000.0000 240,000.00 0.200 48,000.00 0.800 192,000 004 CHANNELIZER (SURFACE MOUNTED) EA 44.0000 308.00 0.000 0 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,000.0000 33,000.00 0.200 6,600.00 0.800 26,400 006 TEMPORARY RAILING (TYPE K) LF 55.0000 13,200.00 240.000 13,200.00 240.000 13,200 007 TEMPORARY CRASH CUSHION MODULE EA 140.0000 1,960.00 0.000 0 008 JOB SITE MANAGEMENT LS 1,370.0000 1,370.00 0.150 205.50 0.800 1,096 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 640.0000 640.00 0.700 448 010 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 0.700 9,310.00 0.700 9,310 012 TREATED WOOD WASTE LB 0.3300 5,874.00 14,297.000 4,718.01 14,297.000 4,718 013 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 4,075.00 5.000 4,075 015 CLEARING AND GRUBBING (LS) LS 87,000.0000 87,000.00 0.100 8,700.00 0.850 73,950 016 ROADWAY EXCAVATION CY 50.0000 291,500.00 37.000 1,850.00 5,675.000 283,750 017 PERVIOUS BACKFILL MATERIAL (RETAINING CY 745.0000 1,490.00 0.000 0 (F) WALL) 018 RELOCATE SPRINKLER ASSEMBLY EA 277.0000 3,878.00 6.000 1,662.00 6.000 1,662 019 MAINTAIN EXISTING PLANTED AREAS LS 14,000.0000 14,000.00 0.150 2,100.00 0.850 11,900 020 WOOD MULCH CY 70.0000 53,900.00 100.000 7,000.00 200.000 14,000 021 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 0.500 1,400.00 0.500 1,400 PROGRAM CAS145 PAGE 2 DATE 03/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 09:08 AM ESTIMATE NO. 005 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 03/20/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 03/20/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,912.000 314,496 024 MINOR HOT MIX ASPHALT TON 371.0000 103,880.00 0.000 0 025 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.5400 3,770.00 233.000 1,756 026 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5400 4,524.00 170.000 1,281 027 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 0.000 0 (MISCELLANEOUS AREA) 029 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 9,240.00 906.000 6,342 030 STRUCTURAL CONCRETE, RETAINING WALL CY 620.0000 18,600.00 0.000 0 (F) 031 MINOR CONCRETE (MINOR STRUCTURE) CY 8,000.0000 8,000.00 0.000 0 (F) 032 RIPPED TEXTURE (REINFORCING BAR) SQFT 7.7500 1,937.50 0.000 0 033 BAR REINFORCING STEEL (RETAINING WALL) LB 3.3500 4,512.45 0.000 0 (F) 034 REMOVE SIGN STRUCTURE (EA) EA 2,300.0000 2,300.00 0.000 0 035 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 0.000 0 037 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 37,265.000 216,137.00 125,721.000 729,181 039 MISCELLANEOUS IRON AND STEEL LB 3.3000 1,075.80 0.000 0 (F) 040 CHAIN LINK FENCE (TYPE CL-6) LF 110.0000 7,370.00 0.000 0 041 5' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 2,000.00 0.000 0 042 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 0.000 0 045 RELOCATE ROADSIDE SIGN EA 220.0000 440.00 0.000 0 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,036.00 0.000 0 (0.063"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 610.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,200.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 03/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 09:08 AM ESTIMATE NO. 005 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 03/20/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 03/20/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 050 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 0.000 0 051 ROADSIDE SIGN - TWO POST EA 500.0000 3,500.00 0.000 0 052 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 44,800.00 450.000 15,750.00 1,200.000 42,000 053 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 115.0000 8,625.00 25.000 2,875.00 75.000 8,625 (STEEL POST) 054 END ANCHOR ASSEMBLY (TYPE SFT) EA 990.0000 5,940.00 2.000 1,980.00 6.000 5,940 055 ALTERNATIVE CRASH CUSHION SYSTEM EA 8,000.0000 24,000.00 1.000 8,000.00 3.000 24,000 056 CONCRETE BARRIER (TYPE 60C) LF 190.0000 36,100.00 0.000 0 057 REMOVE GUARDRAIL LF 14.0000 15,120.00 280.000 3,920.00 980.000 13,720 058 RELOCATE CRASH CUSHION EA 20,000.0000 20,000.00 0.000 0 059 REMOVE CONCRETE BARRIER LF 55.0000 4,675.00 85.000 4,675.00 85.000 4,675 060 REMOVE CRASH CUSHION (SAND FILLED) EA 3,000.0000 6,000.00 0.000 0 061 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 0.300 71,400 PROGRAM CAS145 PAGE 4 DATE 03/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q6304 TIME 09:08 AM ESTIMATE NO. 005 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 03/20/18 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 03/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 363,257.51 1,918,807.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 363,257.51 1,918,807.43 063 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000 ORIGINAL CONTRACT AMOUNT 2,715,603.77 TOTAL WORK COMPLETED 363,257.51 1,968,807.43 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 363,257.51 1,958,807.43 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 05/30/17 90 09/13/17 09/13/17 04/25/18 62 62 0 0 72% 69% PROGRESS IS SATISFACTORY CARY CRUZ RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/18