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 01/24/17 EST. NO. 010 TIME 10:49 AM R.E. NAME: EMAM, KAMRAN 12-0N3304 --------------------------------------------------------------------------- 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 01/24/17 EST. NO. 010 TIME 10:49 AM R.E. NAME: EMAM, KAMRAN 12-0N3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3304 TIME 10:49 AM ESTIMATE NO. 010 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 01/24/17 LOCATION PROGRESS ESTIMATE 12-ORA-5-12.8/21.6 ----------------- SECURITY PAVING COMPANY, INC. NB & SB RTE 5 FROM NB AVERY PARKWAY 13170 TELFAIR AVE GORE POINT (PM 12.8) TO I-5/405 SYLMAR CA 91342 SEPARATION (PM 21.6). ROUTE 5/405 SEPARATION FED. AID NO. NHPI-005 ( ) ,2-980 (E ) REPLACE CONC. SLABS, OVERLAY RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,295.0000 1,295.00 0.600 777 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,540.0000 2,540.00 0.050 127.00 0.950 2,413 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,210.0000 302,500.00 20.000 24,200.00 196.000 237,160 004 CONSTRUCTION AREA SIGNS LS 94,000.0000 94,000.00 0.900 84,600 005 TRAFFIC CONTROL SYSTEM LS 440,000.0000 440,000.00 0.050 22,000.00 0.950 418,000 006 TYPE II BARRICADE EA 21.0000 42.00 2.000 42 007 TYPE III BARRICADE EA 85.0000 255.00 3.000 255 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,380.0000 25,380.00 1.000 25,380 009 JOB SITE MANAGEMENT LS 36,930.0000 36,930.00 0.050 1,846.50 0.950 35,083 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 635.0000 635.00 0.100 63.50 0.900 571 011 TEMPORARY CONCRETE WASHOUT LS 16,115.0000 16,115.00 1.000 16,115 012 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2300 80,270.00 12,641.000 2,907.43 307,286.000 70,675 STRIPE (HAZARDOUS WASTE) 013 TREATED WOOD WASTE LB 0.1500 8,220.00 9,269.600 1,390.44 29,570.000 4,435 014 REMOVE GUARDRAIL LF 8.4000 28,644.00 3,400.000 28,560 015 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1100 61,600.00 5,621.000 618.31 405,621.000 44,618 016 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.1000 9,108.00 10,350.000 11,385 017 REMOVE PAVEMENT MARKER EA 0.4500 24,615.00 56,627.000 25,482 018 REMOVE ROADSIDE SIGN EA 85.0000 5,440.00 48.000 4,080 019 REMOVE ROADSIDE SIGN PANEL EA 42.0000 84.00 2.000 84 020 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 650.0000 4,550.00 7.000 4,550 021 REMOVE ASPHALT CONCRETE DIKE LF 3.7000 10,693.00 2,890.000 10,693 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 214,000.00 106,574.000 213,148 PROGRAM CAS145 PAGE 2 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3304 TIME 10:49 AM ESTIMATE NO. 010 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (CY) CY 295.0000 11,505.00 38.600 11,387 024 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,170.0000 18,720.00 15.200 17,784 025 PREPAVING INERTIAL PROFILER LS 6,760.0000 6,760.00 1.000 6,760 026 HOT MIX ASPHALT (TYPE A) TON 215.0000 10,965.00 51.000 10,965 027 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 1,368,000.00 14,370.000 1,365,150 028 DATA CORE LS 1,595.0000 1,595.00 1.000 1,595 029 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.8000 5,104.00 875.000 5,075 030 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.8000 11,716.00 2,012.500 11,672 031 PLACE HOT MIX ASPHALT SQYD 190.0000 7,790.00 40.700 7,733 (MISCELLANEOUS AREA) 032 TACK COAT TON 685.0000 30,825.00 30.300 20,755 033 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 485.0000 2,779,050.00 7,050.000 3,419,250 034 GROOVE EXISTING CONCRETE PAVEMENT SQYD 3.8000 274,360.00 83,265.000 316,407 035 GRIND EXISTING CONCRETE SQYD 7.3500 149,205.00 26,026.000 191,291 PAVEMENT 036 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 8,800.00 36.000 1,440.00 220.000 8,800 037 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 5,940.00 330.000 5,940 (0.063"-UNFRAMED) 038 ROADSIDE SIGN - ONE POST EA 310.0000 18,910.00 42.000 13,020 039 ROADSIDE SIGN - TWO POST EA 900.0000 9,000.00 10.000 9,000 040 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 630.00 3.000 270 METHOD) 041 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 530.0000 1,590.00 3.000 1,590 042 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 19.0000 4,180.00 220.000 4,180.00 220.000 4,180 043 INSTALL ROADSIDE SIGN PANEL ON EA 53.0000 159.00 3.000 159 EXISTING POST 044 FURNISH LAMINATED PANEL SIGN(1"-TYPE B) SQFT 33.0000 6,270.00 190.000 6,270 FOR RETROREFLECTIVE SHEETING (TYPE XI) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,200.00 350.000 4,200 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,250.00 206.000 2,678 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 504.00 24.000 504 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3304 TIME 10:49 AM ESTIMATE NO. 010 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 3,300.00 186.000 4,092 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 049 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.4000 6,080.00 950.000 6,080 050 DETECTABLE WARNING SURFACE SQFT 39.0000 2,184.00 55.000 2,145.00 55.000 2,145 051 MINOR CONCRETE (MISCELLANEOUS CY 1,390.0000 50,040.00 35.400 49,206 CONSTRUCTION) 052 PRE/POST CONSTRUCTION SURVEYS EA 1,480.0000 5,920.00 4.000 5,920 053 DELINEATOR (CLASS 1) EA 45.0000 32,850.00 736.000 33,120 054 GUARD RAILING DELINEATOR EA 20.0000 2,600.00 120.000 2,400 055 CONCRETE BARRIER MARKER EA 16.0000 37,920.00 0.000 0 056 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 66,000.00 2,465.000 61,625 057 END ANCHOR ASSEMBLY (TYPE SFT) EA 31.0000 682.00 21.000 651 058 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,070.0000 20,350.00 4.000 16,280 059 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,590.0000 38,850.00 15.000 38,850 060 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8000 34,720.00 14,957.000 41,879 (ENHANCED WET NIGHT VISIBILITY) 061 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 106,650.00 240,816.000 108,367 (ENHANCED WET NIGHT VISIBILITY) 062 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 384.00 1,176.000 376 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 063 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 9,408.00 28,590.000 9,148 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 064 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 116,480.00 35,505.000 11,361.60 355,505.000 113,761 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 065 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 277,200.00 309,320.000 278,388 (ENHANCED WET NIGHT VISIBILITY) 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 13,464.00 19,800.000 13,464 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 067 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 33,440.00 30,237.000 33,260 068 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 58,650.00 26,551.000 61,067 069 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,110.0000 2,110.00 0.900 1,899 SYSTEM ELEMENTS DURING CONSTRUCTION 070 INDUCTIVE LOOP DETECTOR (EA) EA 360.0000 162,000.00 479.000 172,440 071 MODIFY SIGNAL AND LIGHTING LS 66,450.0000 66,450.00 0.900 59,805 PROGRAM CAS145 PAGE 4 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N3304 TIME 10:49 AM ESTIMATE NO. 010 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 72,279.78 7,794,771.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 77,409.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 72,279.78 7,872,181.13 072 MOBILIZATION LS 318,291.0000 318,291.00 1.000 318,291 ORIGINAL CONTRACT AMOUNT 7,571,967.00 TOTAL WORK COMPLETED 72,279.78 8,190,472.13 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 72,279.78 8,190,472.13 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 01/25/16 250 03/21/16 03/21/16 03/24/17 190 20 0 0 95% 76% PROGRESS IS SATISFACTORY EMAM, KAMRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/17