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 01/26/15 EST. NO. 014 TIME 12:42 PM 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 01/26/15 EST. NO. 014 TIME 12:42 PM 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 0.00 -1,100.00 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 5,000.00 0.00 TOTAL DEDUCTIONS 5,000.00 -1,100.00 PROGRAM CAS145 PAGE 1 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 12:42 PM ESTIMATE NO. 014 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 01/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 01/26/15 LOCATION PROGRESS ESTIMATE 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 0.700 2,800 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 1,248,000.00 16.000 38,400.00 224.000 537,600 004 CONSTRUCTION AREA SIGNS LS 85,000.0000 85,000.00 0.730 62,050 005 TRAFFIC CONTROL SYSTEM LS 470,000.0000 470,000.00 0.040 18,800.00 0.570 267,900 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 18,200.00 227.000 7,945 007 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 99,324.000 1,082,631 009 TEMPORARY CRASH CUSHION EA 185.0000 77,700.00 203.000 37,555 010 JOB SITE MANAGEMENT LS 37,000.0000 37,000.00 0.030 1,110.00 0.530 19,610 011 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 3.000 1,500.00 4.000 2,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 4,800.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 TEMPORARY COVER SQYD 2.5000 12,500.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 20,000.00 52.000 10,400 017 TEMPORARY FIBER ROLL LF 2.7000 36,450.00 50.000 135 018 TEMPORARY GRAVEL BAG BERM LF 3.7500 46,875.00 0.000 0 019 TEMPORARY SILT FENCE LF 2.7500 26,950.00 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 64,800.00 1.000 2,700 021 STREET SWEEPING LS 80,000.0000 80,000.00 0.030 2,400.00 0.560 44,800 022 TEMPORARY CONCRETE WASHOUT LS 65,000.0000 65,000.00 0.050 3,250.00 0.550 35,750 PROGRAM CAS145 PAGE 2 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 12:42 PM ESTIMATE NO. 014 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 01/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,240.000 3,393.60 76,240.000 10,673 025 REMOVE BRIDGE APPROACH GUARD RAILING LF 28.3500 2,778.30 0.000 0 (TYPE 8) 026 REMOVE METAL BEAM GUARD RAILING LF 4.2000 81,060.00 1,275.000 5,355.00 2,775.000 11,655 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.2100 90,090.00 101,322.000 21,277 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 22,680.00 103,254.000 21,683 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 525.00 0.000 0 030 REMOVE PAVEMENT MARKER EA 0.5300 17,649.00 40,982.000 21,720 031 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 66,000.00 0.000 0 032 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 56,000.00 18,863.000 30,180.80 18,863.000 30,180 033 REMOVE PIPE (LF) LF 15.7500 54,495.00 1,698.000 26,743 034 REMOVE INLET EA 1,155.0000 35,805.00 20.000 23,100 035 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 1.0000 166,000.00 73,654.700 73,654 036 REPLACE UNDERLYING BASE CY 300.0000 42,000.00 0.000 0 037 SALVAGE METAL BEAM GUARD RAILING LF 7.0500 93,060.00 7,325.000 51,641 038 RESET ROADSIDE SIGN EA 280.0000 1,960.00 0.000 0 039 RELOCATE ROADSIDE SIGN EA 280.0000 1,120.00 0.000 0 040 ADJUST PULL BOX EA 750.0000 2,250.00 0.000 0 041 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 0.000 0 043 REMOVE CONCRETE BARRIER LF 4.9000 165,620.00 33,773.000 165,487 044 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 0.250 3,750.00 0.500 7,500 046 ROADWAY EXCAVATION CY 16.5000 2,838,000.00 81,260.960 1,340,805 047 DITCH EXCAVATION CY 35.0000 3,290.00 0.000 0 048 CLASS 3 AGGREGATE BASE (CY) CY 21.1000 890,420.00 24,489.370 516,725 049 BASE BOND BREAKER SQYD 0.6500 183,300.00 166,626.700 108,307 PROGRAM CAS145 PAGE 3 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 12:42 PM ESTIMATE NO. 014 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 01/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,800.270 1,605,780 051 LEAN CONCRETE BASE RAPID SETTING CY 266.0000 281,960.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 88.4000 221,000.00 116.450 10,294.18 116.450 10,294 053 HOT MIX ASPHALT (TYPE A-WMA) TON 87.3000 9,603.00 0.000 0 054 RUBBERIZED HOT MIX ASPHALT TON 98.7500 531,275.00 3,376.020 333,381.98 3,376.020 333,381 (GAP GRADED-WMA) 055 DATA CORE LS 3,675.0000 3,675.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 24,750.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,375.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 12,625.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 9,175.00 0.000 0 060 TACK COAT TON 700.0000 18,900.00 11.950 8,365.00 11.950 8,365 061 JOINTED PLAIN CONCRETE PAVEMENT CY 117.7000 10,334,060.00 54,572.810 6,423,219 062 JOINTED PLAIN CONCRETE PAVEMENT CY 231.0000 713,790.00 0.000 0 (RAPID STRENGTH CONCRETE) 063 JOINTED PLAIN CONCRETE PAVEMENT CY 132.0000 521,400.00 0.000 0 (ROLLER COMPACTED CONCRETE) 064 SHOULDER RUMBLE STRIP STA 100.0000 9,800.00 0.000 0 (CONCRETE PAVEMENT, ROLLED-IN INDENTATIONS) 065 SEAL ISOLATION JOINT LF 11.0000 1,573,000.00 8,000.000 88,000.00 77,933.000 857,263 066 DOWEL BAR (DRILL AND BOND) EA 15.0000 36,000.00 0.000 0 067 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 465.0000 246,450.00 0.000 0 068 REPAIR SPALLED JOINTS, SQYD 400.0000 48,000.00 0.000 0 POLYESTER GROUT 069 GRIND EXISTING CONCRETE SQYD 3.3000 442,200.00 33,334.000 110,002 PAVEMENT 070 60" CAST-IN-DRILLED-HOLE CONCRETE LF 515.0000 257,500.00 22.000 11,330.00 225.000 115,875 PILE (SIGN FOUNDATION) 071 AGGREGATE BASE (APPROACH SLAB) CY 420.0000 191,940.00 0.000 0 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 692.0000 3,149,984.00 2,035.050 1,408,254 (TYPE R) 073 MINOR CONCRETE (MINOR STRUCTURE) CY 1,050.0000 95,550.00 12.000 12,600 (F) 074 PAVING NOTCH EXTENSION CF 100.0000 230,700.00 1,195.660 119,566 075 CLEAN EXPANSION JOINT LF 26.2500 2,467.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 12:42 PM ESTIMATE NO. 014 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 01/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 077 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3500 1,189,531.40 0.000 0 (F) 078 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1800 63,915.12 0.000 0 (F) 079 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.8000 56,248.00 0.000 0 080 INSTALL SIGN OVERLAY SQFT 15.0000 2,160.00 0.000 0 081 STAINING GALVANIZED SURFACES LF 6.6000 103,620.00 0.000 0 082 18" REINFORCED CONCRETE PIPE LF 142.0000 13,774.00 0.000 0 083 24" REINFORCED CONCRETE PIPE LF 160.0000 1,280.00 0.000 0 084 18" SLOTTED CORRUGATED STEEL PIPE LF 68.0000 36,720.00 0.000 0 (.079" THICK) 085 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 18.0000 14,220.00 0.000 0 086 8" NON-PERFORATED PLASTIC PIPE LF 20.0000 380.00 0.000 0 UNDERDRAIN 087 FILTER FABRIC SQYD 5.0000 3,350.00 0.000 0 088 PERMEABLE MATERIAL (BLANKET) CY 94.0000 7,708.00 0.000 0 (F) 089 8" CORRUGATED STEEL PIPE RISER LF 250.0000 8,750.00 0.000 0 (.064" THICK) 090 18" CORRUGATED STEEL PIPE RISER LF 300.0000 600.00 0.000 0 (.168" THICK) 091 MINOR CONCRETE (STAMPED CONCRETE) CY 509.0000 183,240.00 0.000 0 092 MISCELLANEOUS IRON AND STEEL LB 1.3500 32,937.30 0.000 0 (F) 093 DELINEATOR (CLASS 1) EA 48.0000 115,200.00 0.000 0 094 INSTALL MEDIAN MILEAGE PANEL EA 89.0000 5,696.00 0.000 0 095 METAL BEAM GUARD RAILING (STEEL POST) LF 21.9500 237,060.00 887.500 19,480.63 887.500 19,480 096 METAL BEAM GUARD RAILING (WOOD POST) LF 22.5000 33,750.00 0.000 0 097 METAL BEAM GUARD RAILING (7' STEEL POST) LF 22.5000 351,000.00 400.000 9,000.00 400.000 9,000 098 VEGETATION CONTROL (MINOR CONCRETE) SQYD 59.8500 570,370.50 0.000 0 099 CONCRETE BARRIER (TRANSITION) LF 130.0000 3,510.00 0.000 0 (F) 100 TRANSITION RAILING (TYPE WB) EA 3,085.0000 49,360.00 1.000 3,085.00 1.000 3,085 101 END CAP (TYPE A) EA 200.0000 2,600.00 0.000 0 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 15,000.00 1.000 600.00 1.000 600 PROGRAM CAS145 PAGE 5 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 12:42 PM ESTIMATE NO. 014 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 01/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,955.00 1.000 2,955 104 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,260.0000 27,120.00 0.000 0 105 RUSTIC ROCK BARRIER PATTERN LF 2.2500 152,100.00 0.000 0 (F) 106 CONCRETE BARRIER (TYPE 60A) (MOD) LF 52.0000 103,688.00 0.000 0 (F) 107 CONCRETE BARRIER (TYPE 60GA) (MOD) LF 67.7500 103,996.25 0.000 0 (F) 108 CONCRETE BARRIER (TYPE 60) LF 36.8500 189,409.00 0.000 0 109 CONCRETE BARRIER (TYPE 60W MOD) LF 78.9000 1,270,290.00 0.000 0 110 CONCRETE BARRIER (TYPE 60G) LF 53.1000 484,272.00 0.000 0 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 63,360.00 0.000 0 112 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 5,098.80 0.000 0 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 675.00 0.000 0 (BROKEN 12-3) 114 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 3,164.80 0.000 0 115 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 65,600.00 0.000 0 (BROKEN 36-12) 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 886.40 0.000 0 (BROKEN 17-7) 117 PAINT TRAFFIC STRIPE (2-COAT) LF 0.0700 50,400.00 697,199.000 48,803 118 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 17,955.00 0.000 0 119 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 45,770.00 10,414.000 23,952 120 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,550.0000 4,550.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 121 LIGHTING (TEMPORARY) LS 85,220.0000 85,220.00 0.329 28,037 122 MODIFY TRAFFIC MONITORING STATION LS 5,670.0000 5,670.00 0.741 4,201 123 MODIFY RAMP METERING SYSTEM LS 25,290.0000 25,290.00 0.000 0 124 TEMPORARY RAMP METERING SYSTEM LS 111,835.0000 111,835.00 0.000 0 125 MODIFY LIGHTING AND SIGN ILLUMINATION LS 939,780.0000 939,780.00 0.020 18,795.60 0.347 326,103 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 127 REMOVE CONCRETE PAVEMENT AND BASE CY 33.6500 104,651.50 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 12:42 PM ESTIMATE NO. 014 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 01/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 613,426.79 16,147,956.37 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 154,542.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 613,426.79 16,302,498.55 128 MOBILIZATION LS 1,568,000.0000 1,568,000.00 0.950 1,489,600 ORIGINAL CONTRACT AMOUNT 40,356,010.57 TOTAL WORK COMPLETED 613,426.79 17,792,098.55 MATERIALS ON HAND ON SITE 164,671.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -1,100.00 TOTAL 618,426.79 17,955,669.55 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 11/06/13 520 01/06/14 12/31/13 04/05/16 220 41 0 0 44% 42% PROGRESS IS SATISFACTORY KAROUT, REDA RESIDENT ENGINEER PROGRAM CAS145 DATE 01/26/15