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 02/24/20 EST. NO. 020 TIME 02:44 PM R.E. NAME: ELJAMAL, J 07-292304 --------------------------------------------------------------------------- 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 0026 734.90 E.W. @ F.A.(+) 090718 N 0051.0 0027 734.90 090618 N 0052.0 0028 734.90 090518 N 0053.0 0029 734.90 090418 N 0054.0 0030 1,033.92 122118 N 0045.0 007 0001 66,135.22 E.W. @ L.S.(+) 013119 N 1 0 70,108.74 TOTAL THIS ESTIMATE 56,867.50 TOTAL PREVIOUS ESTIMATE 126,976.24 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 02/24/20 EST. NO. 020 TIME 02:44 PM R.E. NAME: ELJAMAL, J 07-292304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TRAFFIC BREAK -1,610.00 007 0.00 -1,610.00 LABOR COMPLIANCE VIOLATION MISSING CPR JUNE18 -2,000.00 002 CPR AUGUST(1) -1,000.00 003 MISSING CPR JUNE18 2,000.00 003 CPR AUGUST (1) 1,000.00 004 CPR SEPT (3) -3,000.00 004 CPR OCT(4) -4,000.00 005 CPR SEPT(3) 3,000.00 005 CPR OCT(1) -1,000.00 006 CPR OCT(4) 4,000.00 006 CPR NOV,DEC,JAN -3,000.00 008 CPR NOV,DEC,JAN 3,000.00 009 CPR FEB MAR -10,000.00 010 CPR OCT(1) 1,000.00 010 CPR -7,000.00 011 CPR APR -8,000.00 011 CPR FEB MAR 10,000.00 011 CPR 7,000.00 012 CPR APR 8,000.00 012 CPR MAR/APR -11,000.00 012 CPR MAR/APR 11,000.00 013 CPR'S SEPT -1,000.00 017 CPR'S SEPT 1,000.00 018 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,610.00 PROGRAM CAS145 PAGE 1 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-292304 TIME 02:44 PM ESTIMATE NO. 020 BID OPENING 03/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELJAMAL, J DATE OF THIS ESTIMATE 02/24/20 LOCATION PROGRESS ESTIMATE 07-LA-5-25.6/26.0 ----------------- C. A. RASMUSSEN, INC. IN LOS ANGELES COUNTY IN LOS 28548 LIVINGSTON AVENUE ANGELES FROM 0.1 MILE SOUTH TO 0.2 VALENCIA CA 91355 MILE NORTH OF ROUTE 5S/5 SEPARATION FED. AID NO. CIMG- 005-3(123)E WIDENING OFF-RAMP AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 1.000 13,000 003 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 004 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 560.00 18.000 720 005 TEMPORARY RAILING (TYPE K) LF 23.0000 43,240.00 1,880.000 43,240 006 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 28.000 5,600 007 JOB SITE MANAGEMENT LS 28,900.0000 28,900.00 1.000 28,900 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 800.0000 800.00 1.000 800 009 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 1,980.00 11.000 1,980 010 TEMPORARY FIBER ROLL LF 3.3000 4,950.00 1,500.000 4,950 011 TEMPORARY GRAVEL BAG BERM LF 5.7000 62,700.00 11,000.000 62,700 012 TEMPORARY IMPERMEABLE MEMBRANE SQFT 0.7500 2,250.00 3,000.000 2,250 013 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 8,400.00 2.000 8,400 014 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 015 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 190.0000 15,580.00 82.000 15,580 016 WATER QUALITY MONITORING REPORT EA 400.0000 1,200.00 3.000 1,200 017 WATER QUALITY ANNUAL REPORT EA 2,100.0000 2,100.00 1.000 2,100 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.0000 2,480.00 620.000 2,480 STRIPE (HAZARDOUS WASTE) 019 WORK AREA MONITORING (BRIDGE) LS 4,600.0000 4,600.00 1.000 4,600 020 TREATED WOOD WASTE LB 1.5000 6,855.00 4,570.000 6,855 021 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 022 ROADWAY EXCAVATION CY 79.0000 41,870.00 530.000 41,870 PROGRAM CAS145 PAGE 2 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-292304 TIME 02:44 PM ESTIMATE NO. 020 BID OPENING 03/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELJAMAL, J DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION (TYPE Z-2) CY 230.0000 41,400.00 180.000 41,400 (AERIALLY DEPOSITED LEAD) 024 STRUCTURE EXCAVATION (BRIDGE) CY 170.0000 2,040.00 12.000 2,040 (F) 025 STRUCTURE EXCAVATION (RETAINING WALL) CY 123.0000 51,783.00 421.000 51,783 (F) 026 STRUCTURE EXCAVATION (TYPE Z-2) CY 510.0000 10,710.00 21.000 10,710 (AERIALLY DEPOSITED LEAD) 027 STRUCTURE BACKFILL (BRIDGE) CY 240.0000 1,200.00 5.000 1,200 (F) 028 STRUCTURE BACKFILL (RETAINING WALL) CY 87.0000 23,751.00 273.000 23,751 (F) 029 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.7000 2,727.00 1,010.000 2,727 030 ROADSIDE CLEARING LS 4,800.0000 4,800.00 1.000 4,800 031 PRUNE EXISTING PLANTS LS 5,200.0000 5,200.00 1.000 5,200 032 PACKET FERTILIZER EA 0.5600 700.00 1,250.000 700 033 PLANT (GROUP A) EA 15.0000 7,650.00 510.000 7,650 034 PLANT (GROUP B) EA 29.0000 1,189.00 41.000 1,189 035 PLANT (GROUP U) EA 180.0000 2,520.00 14.000 2,520 036 PLANT ESTABLISHMENT WORK LS 18,900.0000 18,900.00 0.080 1,512.00 0.720 13,608 037 WOOD MULCH CY 82.0000 12,300.00 150.000 12,300 038 CONTROL AND NEUTRAL CONDUCTORS LS 10,300.0000 10,300.00 1.000 10,300 039 1 1/2" REMOTE CONTROL VALVE EA 750.0000 2,250.00 3.000 2,250 040 2" GALVANIZED STEEL PIPE LF 66.0000 31,548.00 478.000 31,548 (F) (SUPPLY LINE ON BRIDGE) 041 RISER SPRINKLER ASSEMBLY EA 68.0000 9,520.00 140.000 9,520 042 2" GATE VALVE EA 650.0000 650.00 1.000 650 043 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.7000 3,807.00 810.000 3,807 (F) LINE) 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.9000 2,842.00 580.000 2,842 (F) LINE) 045 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.1000 2,295.00 450.000 2,295 (F) (SUPPLY LINE) 046 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.2000 728.00 140.000 728 (F) (SUPPLY LINE) 047 2" PLASTIC PIPE (SCHEDULE 40) LF 5.4000 1,566.00 290.000 1,566 (F) (SUPPLY LINE) 048 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 17.0000 11,560.00 680.000 11,560 (F) (SUPPLY LINE) 049 BALL VALVE EA 450.0000 450.00 1.000 450 PROGRAM CAS145 PAGE 3 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-292304 TIME 02:44 PM ESTIMATE NO. 020 BID OPENING 03/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELJAMAL, J DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 8" CORRUGATED HIGH DENSITY LF 140.0000 3,500.00 25.000 3,500 POLYETHYLENE PIPE CONDUIT 051 CLASS 3 AGGREGATE BASE (CY) CY 71.0000 27,690.00 390.000 27,690 052 LEAN CONCRETE BASE CY 270.0000 64,800.00 315.000 85,050 053 HOT MIX ASPHALT (TYPE A) TON 140.0000 49,000.00 361.810 50,653 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 240.0000 33,600.00 195.000 46,800 055 TACK COAT TON 650.0000 650.00 1.000 650 056 FURNISH STEEL PILING (HP 10 X 57) LF 34.0000 71,196.00 2,094.000 71,196 057 DRIVE STEEL PILE (HP 10 X 57) EA 1,700.0000 88,400.00 52.000 88,400 058 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 7,200.00 60.000 7,200 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,500.0000 7,500.00 5.000 7,500 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 2,500.0000 97,500.00 39.000 97,500 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 3,600.0000 183,600.00 51.000 183,600 (F) (POLYMER FIBER) 062 STRUCTURAL CONCRETE, RETAINING WALL CY 880.0000 111,760.00 127.000 111,760 (F) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 30,800.00 14.000 30,800 (F) 064 MINOR CONCRETE (BACKFILL) CY 140.0000 840.00 6.000 840 (F) 065 DRILL AND BOND DOWEL LF 37.0000 6,586.00 178.000 6,586 066 CLEAN EXPANSION JOINT LF 29.0000 638.00 22.000 638 067 JOINT SEAL (MR 1") LF 170.0000 6,120.00 36.000 6,120 068 BAR REINFORCING STEEL (BRIDGE) LB 1.3200 20,805.84 15,762.000 20,805 (F) 069 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3400 24,610.44 18,366.000 24,610 (F) 070 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.7000 68,655.60 25,428.000 68,655 (F) 071 ERECT STRUCTURAL STEEL (BRIDGE) LB 3.3000 83,912.40 25,428.000 83,912 (F) 072 CLEAN AND PAINT STRUCTURAL STEEL LS 33,700.0000 33,700.00 1.000 33,700 073 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 374.0000 8,228.00 22.000 8,228 074 BRIDGE REMOVAL (PORTION) LS 198,000.0000 198,000.00 1.000 198,000 075 18" REINFORCED CONCRETE PIPE LF 81.0000 22,680.00 280.000 22,680 076 24" REINFORCED CONCRETE PIPE LF 190.0000 8,170.00 43.000 8,170 PROGRAM CAS145 PAGE 4 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-292304 TIME 02:44 PM ESTIMATE NO. 020 BID OPENING 03/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELJAMAL, J DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" SLOTTED CORRUGATED STEEL PIPE LF 180.0000 19,800.00 110.000 19,800 (.079" THICK) 078 GRATED LINE DRAIN LF 130.0000 2,210.00 17.000 2,210 079 REMOVE PIPE (LF) LF 30.0000 540.00 18.000 540 080 REMOVE INLET EA 620.0000 1,240.00 2.000 1,240 081 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 10.0000 1,200.00 113.560 1,135 082 REMOVE CONCRETE (CURB AND GUTTER) LF 5.0000 3,350.00 512.000 2,560 083 MISCELLANEOUS IRON AND STEEL LB 2.4000 8,280.00 3,450.000 8,280 (F) 084 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 7,137.00 793.000 7,137 (F) 085 MISCELLANEOUS METAL (RETAINING WALL) LB 9.0000 540.00 60.000 540 (F) 086 LIGHTING (CITY STREET) LS 20,500.0000 20,500.00 1.000 20,500 087 CHAIN LINK FENCE (TYPE CL-6) LF 28.0000 21,560.00 770.000 21,560 088 REMOVE FENCE LF 7.0000 5,530.00 790.000 5,530 089 REMOVE PAVEMENT MARKER EA 2.0000 54.00 27.000 54 090 GUARD RAILING DELINEATOR EA 32.0000 832.00 26.000 832 091 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 405.00 27.000 405 092 REMOVE ROADSIDE SIGN EA 200.0000 1,200.00 6.000 1,200 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 504.00 72.000 504 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 094 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 288.00 72.000 288 095 ROADSIDE SIGN - ONE POST EA 300.0000 1,800.00 6.000 1,800 096 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 30.0000 19,500.00 650.000 19,500 097 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 32,400.00 360.000 32,400 098 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 3,700.00 1.000 3,700 099 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 2,700.00 1.000 2,700 100 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 130.0000 16,900.00 130.000 16,900 (F) 101 CONCRETE BARRIER (TYPE 736B) LF 160.0000 96,000.00 600.000 96,000 (F) 102 CONCRETE BARRIER (TYPE 736B MOD) LF 250.0000 5,000.00 20.000 5,000 PROGRAM CAS145 PAGE 5 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-292304 TIME 02:44 PM ESTIMATE NO. 020 BID OPENING 03/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELJAMAL, J DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BARRIER (TYPE 736SV MOD) LF 240.0000 10,800.00 45.000 10,800 104 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 550.0000 65,450.00 119.000 65,450 (F) 105 REMOVE GUARDRAIL LF 9.0000 2,880.00 277.000 2,493 106 SALVAGE METAL BRIDGE RAILING LF 15.0000 2,340.00 156.000 2,340 107 REMOVE CONCRETE BARRIER LF 50.0000 7,500.00 150.000 7,500 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,120.00 1,640.000 3,280 109 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 720.00 507.000 1,521 110 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 1,540.00 185.000 1,295 111 PAINT TRAFFIC STRIPE (2-COAT) LF 2.0000 1,080.00 540.000 1,080 112 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 2,379.00 1,830.000 2,379 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 750.0000 750.00 1.000 750 SYSTEM ELEMENTS DURING CONSTRUCTION 114 MODIFYING EXISTING ELECTRICAL SYSTEM LS 111,000.0000 111,000.00 1.000 111,000 PROGRAM CAS145 PAGE 6 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-292304 TIME 02:44 PM ESTIMATE NO. 020 BID OPENING 03/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: ELJAMAL, J DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,512.00 2,447,768.28 ADJUSTMENT OF COMPENSATION 0.00 1,727.50 EXTRA WORK 70,108.74 125,248.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 71,620.74 2,574,744.52 115 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000 ORIGINAL CONTRACT AMOUNT 2,658,322.28 TOTAL WORK COMPLETED 71,620.74 2,814,744.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -1,610.00 TOTAL 71,620.74 2,813,134.52 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 04/26/18 120 08/27/18 06/20/18 04/30/20 185 127 0 0 99% 100% PROGRESS IS SATISFACTORY ELJAMAL, J RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/20