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 04/17/17 EST. NO. 042 TIME 11:00 AM R.E. NAME: KAROUT, REDA 07-288014 --------------------------------------------------------------------------- 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 04/17/17 EST. NO. 042 TIME 11:00 AM R.E. NAME: KAROUT, REDA 07-288014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE S12-4.03 LATE CLOSUR -1,100.00 006 LANECLOSURELATE OPEN -9,300.00 025 LANECLOSURELATEOPEN -3,300.00 026 LANECLOSURELATE OPEN -4,700.00 030 NONSUBMTL CEM 2025 -10,000.00 042 -10,000.00 -28,400.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 023 MISSING FHWA1391 10,000.00 024 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS APR -2,000.00 004 MISSING MAY CPR'S -3,000.00 005 MISSING PAYROLLS APR 2,000.00 005 MISSING MAY CPR'S 3,000.00 006 JULY CPR'S MISSING -6,000.00 008 JULY CPR'S MISSING 6,000.00 009 MISSING DEC CPR'S -5,000.00 013 MISSING DEC CPR'S 5,000.00 014 MISSING CPR'S -5,000.00 015 MISSING CPR'S 5,000.00 017 MISSING JUNE CPR'S -5,000.00 021 MISSING JUNE CPR'S 5,000.00 022 WAGE VIOLATION -10,000.00 022 WAGE VIOLATION 10,000.00 023 MISSING CPR SEP-DEC -10,000.00 027 MISSING CPR SEP-DEC 10,000.00 031 0.00 0.00 OTHER OUTSTANDING DOCUMENTS NONSUBMTL CEM 2402F -10,000.00 042 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -38,400.00 PROGRAM CAS145 PAGE 1 DATE 04/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 11:00 AM ESTIMATE NO. 042 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/21/17 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/17/17 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-210-R9.7/R16.1 ---------------------------------- SECURITY PAVING COMPANY INC IN LOS ANGELES AND GLENDALE FROM 13170 TELFAIR AVENUE 0.2 MILE WEST OF BIG TUJUNGA WASH SYLMAR CA 91342 BRIDGE TO DUNSMORE AVENUE UNDERCROSSING FED. AID NO. NHPI-2101(816)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 1.000 4,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 1,248,000.00 570.000 1,368,000 004 CONSTRUCTION AREA SIGNS LS 85,000.0000 85,000.00 0.040 3,400.00 1.000 85,000 005 TRAFFIC CONTROL SYSTEM LS 470,000.0000 470,000.00 1.000 470,000 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 18,200.00 520.000 18,200 007 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 10,000.00 2.000 5,000 008 TEMPORARY RAILING (TYPE K) LF 10.9000 2,681,400.00 210,360.000 2,292,924 009 TEMPORARY CRASH CUSHION EA 185.0000 77,700.00 420.000 77,700 010 JOB SITE MANAGEMENT LS 37,000.0000 37,000.00 1.000 37,000 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 10.000 5,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 4,800.00 1.000 300 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 TEMPORARY COVER SQYD 2.5000 12,500.00 4,927.800 12,319.50 4,927.800 12,319 016 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 20,000.00 211.000 42,200 017 TEMPORARY FIBER ROLL LF 2.7000 36,450.00 8,250.000 22,275 018 TEMPORARY GRAVEL BAG BERM LF 3.7500 46,875.00 12,500.000 46,875.00 12,500.000 46,875 019 TEMPORARY SILT FENCE LF 2.7500 26,950.00 300.000 825 020 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 64,800.00 20.000 54,000 021 STREET SWEEPING LS 80,000.0000 80,000.00 1.000 80,000 022 TEMPORARY CONCRETE WASHOUT LS 65,000.0000 65,000.00 1.000 65,000 PROGRAM CAS145 PAGE 2 DATE 04/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 11:00 AM ESTIMATE NO. 042 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/21/17 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3200 23,456.00 69,359.000 22,194 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.1400 78,820.00 286,240.000 40,073 025 REMOVE BRIDGE APPROACH GUARD RAILING LF 28.3500 2,778.30 98.000 2,778 (TYPE 8) 026 REMOVE METAL BEAM GUARD RAILING LF 4.2000 81,060.00 19,308.500 81,095 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.2100 90,090.00 739,239.000 155,240 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 22,680.00 105,128.000 22,076 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 525.00 250.000 525.00 250.000 525 030 REMOVE PAVEMENT MARKER EA 0.5300 17,649.00 67,534.000 35,793 031 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 66,000.00 22.000 66,000 032 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 56,000.00 30,963.000 49,540 033 REMOVE PIPE (LF) LF 15.7500 54,495.00 2,456.000 38,682 034 REMOVE INLET EA 1,155.0000 35,805.00 35.000 40,425 035 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 1.0000 166,000.00 163,017.100 163,017 036 REPLACE UNDERLYING BASE CY 300.0000 42,000.00 112.000 33,600.00 112.000 33,600 037 SALVAGE METAL BEAM GUARD RAILING LF 7.0500 93,060.00 14,205.000 100,145 038 RESET ROADSIDE SIGN EA 280.0000 1,960.00 7.000 1,960.00 7.000 1,960 039 RELOCATE ROADSIDE SIGN EA 280.0000 1,120.00 4.000 1,120 040 ADJUST PULL BOX EA 750.0000 2,250.00 3.000 2,250.00 3.000 2,250 041 MODIFY INLET EA 1,365.0000 45,045.00 33.000 45,045 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3500 62,235.00 46,100.000 62,235 043 REMOVE CONCRETE BARRIER LF 4.9000 165,620.00 33,800.000 165,620 044 REFINISH BRIDGE DECK SQFT 15.8000 136,654.20 3,314.000 52,361 045 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 1.000 15,000 046 ROADWAY EXCAVATION CY 16.5000 2,838,000.00 130,285.670 2,149,713 047 DITCH EXCAVATION CY 35.0000 3,290.00 94.000 3,290 048 CLASS 3 AGGREGATE BASE (CY) CY 21.1000 890,420.00 41,265.400 870,699 049 BASE BOND BREAKER SQYD 0.6500 183,300.00 286,257.000 186,067 PROGRAM CAS145 PAGE 3 DATE 04/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 11:00 AM ESTIMATE NO. 042 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/21/17 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAN CONCRETE BASE CY 77.2000 2,462,680.00 31,469.600 2,429,453 051 LEAN CONCRETE BASE RAPID SETTING CY 266.0000 281,960.00 1,062.310 282,574 052 HOT MIX ASPHALT (TYPE A) TON 88.4000 221,000.00 1,212.590 107,192 053 HOT MIX ASPHALT (TYPE A-WMA) TON 87.3000 9,603.00 110.000 9,603.00 110.000 9,603 054 RUBBERIZED HOT MIX ASPHALT TON 98.7500 531,275.00 5,502.530 543,374 (GAP GRADED-WMA) 055 DATA CORE LS 3,675.0000 3,675.00 0.500 1,837.50 1.000 3,675 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 24,750.00 12,534.000 15,667 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,375.00 1,313.000 1,641 058 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 12,625.00 9,142.000 11,427 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 9,175.00 20,561.000 25,701 060 TACK COAT TON 700.0000 18,900.00 19.950 13,965 061 JOINTED PLAIN CONCRETE PAVEMENT CY 117.7000 10,334,060.00 84,551.810 9,951,748 062 JOINTED PLAIN CONCRETE PAVEMENT CY 231.0000 713,790.00 3,253.930 751,657 (RAPID STRENGTH CONCRETE) 063 JOINTED PLAIN CONCRETE PAVEMENT CY 132.0000 521,400.00 3,009.600 397,267 (ROLLER COMPACTED CONCRETE) 064 SHOULDER RUMBLE STRIP STA 100.0000 9,800.00 100.000 10,000.00 100.000 10,000 (CONCRETE PAVEMENT, ROLLED-IN INDENTATIONS) 065 SEAL ISOLATION JOINT LF 11.0000 1,573,000.00 138,259.000 1,520,849 066 DOWEL BAR (DRILL AND BOND) EA 15.0000 36,000.00 2,400.000 36,000 067 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 465.0000 246,450.00 1,361.100 632,911 068 REPAIR SPALLED JOINTS, SQYD 400.0000 48,000.00 102.000 40,800.00 102.000 40,800 POLYESTER GROUT 069 GRIND EXISTING CONCRETE SQYD 3.3000 442,200.00 164,570.000 543,081 PAVEMENT 070 60" CAST-IN-DRILLED-HOLE CONCRETE LF 515.0000 257,500.00 475.000 244,625 PILE (SIGN FOUNDATION) 071 AGGREGATE BASE (APPROACH SLAB) CY 420.0000 191,940.00 85.360 35,851 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 692.0000 3,149,984.00 3,553.110 2,458,752 (TYPE R) 073 MINOR CONCRETE (MINOR STRUCTURE) CY 1,050.0000 95,550.00 91.000 95,550 (F) 074 PAVING NOTCH EXTENSION CF 100.0000 230,700.00 2,169.840 216,984 075 CLEAN EXPANSION JOINT LF 26.2500 2,467.50 94.000 2,467.50 94.000 2,467 PROGRAM CAS145 PAGE 4 DATE 04/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 11:00 AM ESTIMATE NO. 042 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/21/17 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 JOINT SEAL (MR 1") LF 47.2500 170,761.50 4,410.410 208,391 077 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3500 1,189,531.40 355,084.000 1,189,531 (F) 078 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1800 63,915.12 355,084.000 63,915 (F) 079 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.8000 56,248.00 3,560.000 56,248 080 INSTALL SIGN OVERLAY SQFT 15.0000 2,160.00 100.000 1,500 081 STAINING GALVANIZED SURFACES LF 6.6000 103,620.00 17,504.000 115,526 082 18" REINFORCED CONCRETE PIPE LF 142.0000 13,774.00 97.000 13,774 083 24" REINFORCED CONCRETE PIPE LF 160.0000 1,280.00 8.000 1,280 084 18" SLOTTED CORRUGATED STEEL PIPE LF 68.0000 36,720.00 540.000 36,720 (.079" THICK) 085 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 18.0000 14,220.00 789.000 14,202 086 8" NON-PERFORATED PLASTIC PIPE LF 20.0000 380.00 19.000 380 UNDERDRAIN 087 FILTER FABRIC SQYD 5.0000 3,350.00 670.000 3,350 088 PERMEABLE MATERIAL (BLANKET) CY 94.0000 7,708.00 82.000 7,708 (F) 089 8" CORRUGATED STEEL PIPE RISER LF 250.0000 8,750.00 35.000 8,750 (.064" THICK) 090 18" CORRUGATED STEEL PIPE RISER LF 300.0000 600.00 2.000 600.00 2.000 600 (.168" THICK) 091 MINOR CONCRETE (STAMPED CONCRETE) CY 509.0000 183,240.00 351.500 178,913 092 MISCELLANEOUS IRON AND STEEL LB 1.3500 32,937.30 24,398.000 32,937 (F) 093 DELINEATOR (CLASS 1) EA 48.0000 115,200.00 2,400.000 115,200 094 INSTALL MEDIAN MILEAGE PANEL EA 89.0000 5,696.00 64.000 5,696 095 METAL BEAM GUARD RAILING (STEEL POST) LF 21.9500 237,060.00 15,525.000 340,773 096 METAL BEAM GUARD RAILING (WOOD POST) LF 22.5000 33,750.00 1,542.000 34,695 097 METAL BEAM GUARD RAILING (7' STEEL POST) LF 22.5000 351,000.00 13,460.500 302,861 098 VEGETATION CONTROL (MINOR CONCRETE) SQYD 59.8500 570,370.50 9,572.000 572,884 099 CONCRETE BARRIER (TRANSITION) LF 130.0000 3,510.00 27.000 3,510 (F) 100 TRANSITION RAILING (TYPE WB) EA 3,085.0000 49,360.00 16.000 49,360 101 END CAP (TYPE A) EA 200.0000 2,600.00 13.000 2,600 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 15,000.00 25.000 15,000 PROGRAM CAS145 PAGE 5 DATE 04/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 11:00 AM ESTIMATE NO. 042 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/21/17 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,955.0000 23,640.00 8.000 23,640 104 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,260.0000 27,120.00 12.000 27,120 105 RUSTIC ROCK BARRIER PATTERN LF 2.2500 152,100.00 67,600.000 152,100 (F) 106 CONCRETE BARRIER (TYPE 60A) (MOD) LF 52.0000 103,688.00 1,994.000 103,688 (F) 107 CONCRETE BARRIER (TYPE 60GA) (MOD) LF 67.7500 103,996.25 1,535.000 103,996 (F) 108 CONCRETE BARRIER (TYPE 60) LF 36.8500 189,409.00 5,139.000 189,372 109 CONCRETE BARRIER (TYPE 60W MOD) LF 78.9000 1,270,290.00 16,100.000 1,270,290 110 CONCRETE BARRIER (TYPE 60G) LF 53.1000 484,272.00 9,120.000 484,272 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 63,360.00 148,868.000 65,501 112 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 5,098.80 7,766.000 6,523 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 675.00 1,000.000 750 (BROKEN 12-3) 114 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 3,164.80 585.000 2,152 115 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 65,600.00 234,072.000 74,903 (BROKEN 36-12) 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 886.40 3,010.000 963 (BROKEN 17-7) 117 PAINT TRAFFIC STRIPE (2-COAT) LF 0.0700 50,400.00 1,973,573.000 138,150 118 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 17,955.00 20,032.000 21,033 119 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 45,770.00 26,227.000 60,322 120 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,550.0000 4,550.00 1.000 4,550 SYSTEM ELEMENTS DURING CONSTRUCTION 121 LIGHTING (TEMPORARY) LS 85,220.0000 85,220.00 0.008 681.76 1.000 85,220 122 MODIFY TRAFFIC MONITORING STATION LS 5,670.0000 5,670.00 1.000 5,670 123 MODIFY RAMP METERING SYSTEM LS 25,290.0000 25,290.00 1.000 25,290 124 TEMPORARY RAMP METERING SYSTEM LS 111,835.0000 111,835.00 1.000 111,835 125 MODIFY LIGHTING AND SIGN ILLUMINATION LS 939,780.0000 939,780.00 1.000 939,780 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 127 REMOVE CONCRETE PAVEMENT AND BASE CY 33.6500 104,651.50 3,110.000 104,651 PROGRAM CAS145 PAGE 6 DATE 04/17/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 11:00 AM ESTIMATE NO. 042 BID OPENING 09/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/21/17 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/17/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 166,919.26 36,861,571.14 ADJUSTMENT OF COMPENSATION 0.00 55,690.58 EXTRA WORK 0.00 2,290,609.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 166,919.26 39,207,870.76 128 MOBILIZATION LS 1,568,000.0000 1,568,000.00 1.000 1,568,000 ORIGINAL CONTRACT AMOUNT 40,356,010.57 TOTAL WORK COMPLETED 166,919.26 40,775,870.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -38,400.00 TOTAL 146,919.26 40,737,470.76 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 11/06/13 520 01/06/14 12/31/13 03/21/17 570 229 50 0 100% 100% KAROUT, REDA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/17/17