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 12/29/16 EST. NO. 025 TIME 12:50 PM R.E. NAME: BUI, KEVIN 07-294904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0051 962.90 E.W. @ F.A.(+) 110914 N 0003.2 0052 6,639.70 021315 N 0010.1 0053 2,492.38 042216 N 0103.0 0054 7,008.55 052616 N 0104.0 027 0001 54,379.73 A.C. @ L.S.(+) 012816 N 0001 0 030 0001 48,035.73 A.C. @ L.S.(+) 122816 N 0001 0 034 0006 1,796.59 E.W. @ F.A.(+) 100616 N 0100.0 0007 2,612.50 020816 N 0101.0 0008 2,970.00 020916 N 0102.0 126,898.08 TOTAL THIS ESTIMATE 80,262.32 TOTAL PREVIOUS ESTIMATE 207,160.40 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 12/29/16 EST. NO. 025 TIME 12:50 PM R.E. NAME: BUI, KEVIN 07-294904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CLOSURES OPENED LATE -34,600.00 009 0.00 -34,600.00 LABOR COMPLIANCE VIOLATION MISSING CPR'S -10,000.00 006 MISSING CPR'S 10,000.00 007 MISSING CPR'S MARCH -3,000.00 007 MISSING CPR'S MARCH 3,000.00 008 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS 10,000.00 009 VIOLATION CALSTR, G3 -10,000.00 009 VIOLATION CALSTR, G3 10,000.00 025 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -34,600.00 PROGRAM CAS145 PAGE 1 DATE 12/29/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294904 TIME 12:50 PM ESTIMATE NO. 025 BID OPENING 06/12/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/16 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 12/29/16 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-5-6.8/13.8 ---------------------------------- SECURITY PAVING COMPANY INC ALONG I-5, 0.1 M SOUTH OF JCT SEP 13170 TELFAIR AVENUE FAI 53-1660, IN SANTA FE SPRING AND SYLMAR CA 91342 DOWNEY TO THE JCT 710/5, SEP 53-785 -88, IN THE CITY OF COMMERCE FED. AID NO. NHPI-005 -2(968)E PCC PAVE AND COLD PLANE W/OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,100.0000 302,500.00 372.000 409,200 004 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.200 2,600.00 1.000 13,000 005 TRAFFIC CONTROL SYSTEM LS 341,000.0000 341,000.00 1.000 341,000 006 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 008 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,000.00 20.000 4,000 009 TEMPORARY FIBER ROLL LF 2.0000 6,000.00 0.000 0 010 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 011 TEMPORARY CONCRETE WASHOUT LS 9,500.0000 9,500.00 1.000 9,500 012 TREATED WOOD WASTE LB 0.2300 22,356.00 5,276.000 1,213.48 97,200.000 22,356 013 REMOVE CHAIN LINK FENCE LF 67.0000 4,020.00 60.000 4,020 014 REMOVE GUARDRAIL LF 9.9000 59,994.00 49.500 490.05 6,060.000 59,994 015 REMOVE PAVEMENT MARKER EA 1.0000 18,500.00 18,449.000 18,449 016 REMOVE ROADSIDE SIGN (WOOD POST) EA 105.0000 17,850.00 170.000 17,850 017 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 8,970.00 2,400.000 7,200 018 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.4000 22,540.00 17,410.000 24,374 019 RELOCATE ROADSIDE SIGN EA 220.0000 880.00 2.000 440.00 4.000 880 020 ADJUST PULL BOX EA 735.0000 7,350.00 16.000 11,760 021 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 459,000.00 279,394.820 474,971 022 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 5.0000 31,000.00 4,418.400 22,092 PROGRAM CAS145 PAGE 2 DATE 12/29/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294904 TIME 12:50 PM ESTIMATE NO. 025 BID OPENING 06/12/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/16 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 12/29/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 35.0000 11,200.00 415.000 14,525 024 ROADWAY EXCAVATION (TYPE Z-2) CY 200.0000 68,000.00 385.000 77,000 (AERIALLY DEPOSITED LEAD) 025 CLASS 3 AGGREGATE BASE (CY) CY 97.0000 25,220.00 219.270 21,269 026 ALTERNATE TREATED BASE CY 350.0000 80,500.00 242.640 84,924 027 LEAN CONCRETE BASE RAPID SETTING CY 420.0000 71,400.00 110.000 46,200 028 REPLACE BASE CY 360.0000 367,200.00 0.000 0 029 BASE BOND BREAKER SQYD 1.0000 790.00 795.000 795 030 CRACK TREATMENT LNMI 3,780.0000 90,720.00 24.000 90,720 031 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 135.0000 40,500.00 167.130 22,562 032 RUBBERIZED HOT MIX ASPHALT, TON 104.0000 3,494,400.00 35,747.440 3,717,733 SUPERPAVE (GAP GRADED) 033 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 9,280.00 1,699.000 6,796 034 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 19,120.00 3,025.000 12,100 035 TACK COAT TON 650.0000 51,350.00 66.360 43,134 036 JOINTED PLAIN CONCRETE PAVEMENT CY 410.0000 151,700.00 314.520 128,953 (RSC) 037 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 69,000.00 282.000 84,600 (RAMP TERMINI WITH RAPID STRENGTH CONCRETE) 038 SPALL REPAIR (POLYESTER CONCRETE) SQYD 650.0000 611,000.00 1,248.520 811,538 039 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 410.0000 1,394,000.00 3,674.980 1,506,741 040 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 3,600.00 11.000 4,400 041 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,410.0000 118,440.00 84.250 118,792 (TYPE R) 042 PAVING NOTCH EXTENSION CF 370.0000 20,720.00 55.100 20,387 043 CLEAN EXPANSION JOINT LF 40.0000 7,680.00 192.000 7,680 044 JOINT SEAL (MR 1/2") LF 63.0000 8,442.00 134.000 8,442 045 JOINT SEAL (MR 1") LF 80.0000 5,360.00 67.000 5,360 046 JOINT SEAL (TYPE A) LF 63.0000 4,032.00 64.000 4,032 047 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 6,760.00 520.000 6,760 048 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 47,150.00 2,050.000 47,150 PROGRAM CAS145 PAGE 3 DATE 12/29/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294904 TIME 12:50 PM ESTIMATE NO. 025 BID OPENING 06/12/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/16 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 12/29/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 FURNISH LAMINATED PANEL SIGN SQFT 24.0000 8,400.00 69.800 1,675.20 343.800 8,251 (2 1/2"-TYPE B) 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 6,900.00 687.900 6,879 (0.063"-UNFRAMED) 051 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 9,775.00 840.800 9,669 (0.080"-UNFRAMED) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 6,370.00 484.500 6,298 (0.063"-FRAMED) 053 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 9,135.00 431.250 6,253.13 683.000 9,903 (0.080"-FRAMED) 054 ROADSIDE SIGN - ONE POST EA 315.0000 24,570.00 78.000 24,570 055 ROADSIDE SIGN - TWO POST EA 1,000.0000 29,000.00 29.000 29,000 056 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 5,460.00 52.000 5,460 METHOD) 057 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 16.0000 41,120.00 2,570.000 41,120 058 INSTALL SIGN PANEL EA 140.0000 1,260.00 9.000 1,260 (SOUND WALL/BARRIER MOUNTED) 059 DETECTABLE WARNING SURFACE SQFT 42.0000 13,860.00 325.600 13,675 060 MINOR CONCRETE (STAMPED CONCRETE) SQFT 7.1000 155,490.00 25,913.000 183,982 061 MINOR CONCRETE (CURB, SIDEWALK AND CY 785.0000 76,930.00 110.850 87,017 CURB RAMP) 062 PRE/POST CONSTRUCTION SURVEYS EA 750.0000 15,750.00 4.200 3,150.00 21.000 15,750 063 CHAIN LINK FENCE (TYPE CL-6) LF 100.0000 9,300.00 58.000 5,800 064 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.5000 104,295.00 4,034.000 102,867 065 VEGETATION CONTROL (MINOR CONCRETE) SQYD 61.0000 237,290.00 1,177.910 71,852.51 3,220.910 196,475 066 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 94,600.00 4.000 17,200.00 23.000 98,900 067 END ANCHOR ASSEMBLY (TYPE SFT) EA 870.0000 13,920.00 16.000 13,920 068 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 31,500.00 1.000 3,500.00 7.000 24,500 069 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 82,650.00 28.000 79,800 070 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 47,750.00 196,366.000 49,091 071 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 8,374.00 17,716.000 9,389 072 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 2,627.00 4,357.000 1,612 (BROKEN 12-3) 073 THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 17,640.00 9,566.000 20,088 074 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 35,200.00 219,570.000 35,131 (BROKEN 36-12) 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 1,648.00 6,561.000 1,049 (BROKEN 17-7) PROGRAM CAS145 PAGE 4 DATE 12/29/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294904 TIME 12:50 PM ESTIMATE NO. 025 BID OPENING 06/12/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/16 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 12/29/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 19,215.00 18,800.000 19,740 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 17,514.00 8,073.000 16,953 078 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,260.0000 1,260.00 1.000 1,260 SYSTEM ELEMENTS DURING CONSTRUCTION 079 INDUCTIVE LOOP DETECTOR (LS) LS 123,000.0000 123,000.00 1.000 123,000 080 MODIFY SIGNAL LS 3,150.0000 3,150.00 1.000 3,150 PROGRAM CAS145 PAGE 5 DATE 12/29/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-294904 TIME 12:50 PM ESTIMATE NO. 025 BID OPENING 06/12/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/16 R.E. NAME: BUI, KEVIN DATE OF THIS ESTIMATE 12/29/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 110,874.37 9,625,806.78 ADJUSTMENT OF COMPENSATION 102,415.46 -78,207.96 EXTRA WORK 24,482.62 285,368.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 237,772.45 9,832,967.18 081 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000 ORIGINAL CONTRACT AMOUNT 9,757,977.00 TOTAL WORK COMPLETED 237,772.45 10,182,967.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -34,600.00 TOTAL 247,772.45 10,148,367.18 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 07/24/14 275 10/07/14 09/17/14 10/21/16 372 140 97 0 100% 100% BUI, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/29/16