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 04/22/15 EST. NO. 018 TIME 02:28 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 --------------------------------------------------------------------------- 001 0039 775.29 E.W. @ F.A.(+) 020915 N 0083.0 0040 1,220.34 020915 N 0084.0 0041 2,325.08 030215 N 0085.0 0042 1,205.51 030315 N 0086.0 0043 407.40 031015 N 0087.0 0044 1,037.52 031115 N 0088.0 0045 2,628.92 031315 N 0089.0 0046 2,742.78 031615 N 0090.0 0047 2,638.84 031715 N 0091.0 0048 286.75 031615 N 0092.0 011 0011 1,671.85 A.C. @ F.A.(+) 112014 N 0082.0 16,940.28 TOTAL THIS ESTIMATE 206,242.20 TOTAL PREVIOUS ESTIMATE 223,182.48 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 04/22/15 EST. NO. 018 TIME 02:28 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 MISSING CPR'S -5,000.00 015 MISSING CPR'S 5,000.00 017 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,100.00 PROGRAM CAS145 PAGE 1 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 02:28 PM ESTIMATE NO. 018 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 04/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/22/15 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 0.030 120.00 0.790 3,160 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,400.0000 1,248,000.00 17.000 40,800.00 286.000 686,400 004 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 0.690 324,300 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 18,200.00 45.000 1,575.00 498.000 17,430 007 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 10,000.00 2.000 5,000 008 TEMPORARY RAILING (TYPE K) LF 10.9000 2,681,400.00 560.000 6,104.00 163,580.000 1,783,022 009 TEMPORARY CRASH CUSHION EA 185.0000 77,700.00 315.000 58,275 010 JOB SITE MANAGEMENT LS 37,000.0000 37,000.00 0.030 1,110.00 0.620 22,940 011 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 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 20,000.00 120.000 24,000 017 TEMPORARY FIBER ROLL LF 2.7000 36,450.00 5,500.000 14,850 018 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 16.000 43,200 021 STREET SWEEPING LS 80,000.0000 80,000.00 0.030 2,400.00 0.650 52,000 022 TEMPORARY CONCRETE WASHOUT LS 65,000.0000 65,000.00 0.050 3,250.00 0.700 45,500 PROGRAM CAS145 PAGE 2 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 02:28 PM ESTIMATE NO. 018 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 04/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 78,820.00 146,240.000 20,473 025 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 14,977.000 62,903 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.2100 90,090.00 29,000.000 6,090.00 390,775.000 82,062 028 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 0.000 0 030 REMOVE PAVEMENT MARKER EA 0.5300 17,649.00 1,501.000 795.53 47,508.000 25,179 031 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 66,000.00 11.000 33,000 032 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 56,000.00 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 8,715.000 8,715.00 150,017.100 150,017 036 REPLACE UNDERLYING BASE CY 300.0000 42,000.00 0.000 0 037 SALVAGE METAL BEAM GUARD RAILING LF 7.0500 93,060.00 12,425.000 87,596 038 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 28,680.000 38,718 043 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 0.500 7,500 046 ROADWAY EXCAVATION CY 16.5000 2,838,000.00 4,067.480 67,113.42 144,034.480 2,376,568 047 DITCH EXCAVATION CY 35.0000 3,290.00 0.000 0 048 CLASS 3 AGGREGATE BASE (CY) CY 21.1000 890,420.00 295.430 6,233.57 43,225.320 912,054 049 BASE BOND BREAKER SQYD 0.6500 183,300.00 42,519.000 27,637.35 233,845.000 151,999 PROGRAM CAS145 PAGE 3 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 02:28 PM ESTIMATE NO. 018 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 04/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,381.860 338,279.59 25,452.130 1,964,904 051 LEAN CONCRETE BASE RAPID SETTING CY 266.0000 281,960.00 662.310 176,174 052 HOT MIX ASPHALT (TYPE A) TON 88.4000 221,000.00 679.160 60,037 053 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 (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 7,155.000 8,943 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 1,375.00 458.000 572 058 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 12,625.00 6,776.000 8,470 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 9,175.00 5,285.000 6,606 060 TACK COAT TON 700.0000 18,900.00 11.950 8,365 061 JOINTED PLAIN CONCRETE PAVEMENT CY 117.7000 10,334,060.00 10,147.520 1,194,363.10 65,943.430 7,761,541 062 JOINTED PLAIN CONCRETE PAVEMENT CY 231.0000 713,790.00 1,986.930 458,980 (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 80,359.000 883,949 066 DOWEL BAR (DRILL AND BOND) EA 15.0000 36,000.00 24.000 360 067 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 257,500.00 225.000 115,875 PILE (SIGN FOUNDATION) 071 AGGREGATE BASE (APPROACH SLAB) CY 420.0000 191,940.00 26.870 11,285.40 76.080 31,953 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 692.0000 3,149,984.00 107.480 74,376.16 2,397.390 1,658,993 (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 230,700.00 178.810 17,881.00 1,500.420 150,042 075 CLEAN EXPANSION JOINT LF 26.2500 2,467.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 02:28 PM ESTIMATE NO. 018 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 04/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,189,531.40 178,397.000 597,629 (F) 078 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1800 63,915.12 178,397.000 32,111 (F) 079 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.8000 56,248.00 1,870.000 29,546 080 INSTALL SIGN OVERLAY SQFT 15.0000 2,160.00 0.000 0 081 STAINING GALVANIZED SURFACES LF 6.6000 103,620.00 10,312.500 68,062 082 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 183,240.00 201.500 102,563 092 MISCELLANEOUS IRON AND STEEL LB 1.3500 32,937.30 0.000 0 (F) 093 DELINEATOR (CLASS 1) EA 48.0000 115,200.00 246.000 11,808 094 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 4,912.500 107,829 096 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 9,475.000 213,187 098 VEGETATION CONTROL (MINOR CONCRETE) SQYD 59.8500 570,370.50 0.000 0 099 CONCRETE BARRIER (TRANSITION) LF 130.0000 3,510.00 18.000 2,340 (F) 100 TRANSITION RAILING (TYPE WB) EA 3,085.0000 49,360.00 2.000 6,170 101 END CAP (TYPE A) EA 200.0000 2,600.00 3.000 600 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 15,000.00 8.000 4,800 PROGRAM CAS145 PAGE 5 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 02:28 PM ESTIMATE NO. 018 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 04/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,955 104 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,260.0000 27,120.00 5.000 11,300 105 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 9,600.000 4,224.00 9,600.000 4,224 112 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 14,400.000 4,608.00 14,400.000 4,608 (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 1,415,411.000 99,078 118 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 17,955.00 1,200.000 1,260.00 1,200.000 1,260 119 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3000 45,770.00 401.000 922.30 17,765.000 40,859 120 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 0.459 39,115 122 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 0.052 48,868.56 0.489 459,552 126 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 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-288014 TIME 02:28 PM ESTIMATE NO. 018 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 04/20/15 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,886,811.98 23,082,447.49 ADJUSTMENT OF COMPENSATION 1,671.85 34,965.40 EXTRA WORK 15,268.43 188,217.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,903,752.26 23,305,629.97 128 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 1,903,752.26 24,873,629.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,100.00 TOTAL 1,903,752.26 24,872,529.97 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 04/06/16 280 42 0 0 61% 54% PROGRESS IS SATISFACTORY KAROUT, REDA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/15