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 10/21/19 EST. NO. 018 TIME 04:05 PM R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN 07-300404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 019 0010 7,491.00 E.W. @ F.A.(+) 070519 N 0010 0 0012 2,585.96 070819 N 0012 0 0013 3,657.43 070919 N 0013 0 0014 2,032.37 070919 N 0014 0 0015 1,601.40 071019 N 0015 0 0016 2,664.62 071019 N 0016 0 0017 2,539.05 071119 N 0017 0 0019 2,948.13 071219 N 0019 0 0020 1,784.74 071219 N 0020 0 27,304.70 TOTAL THIS ESTIMATE 451,720.07 TOTAL PREVIOUS ESTIMATE 479,024.77 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 10/21/19 EST. NO. 018 TIME 04:05 PM R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN 07-300404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 2406 -80,278.00 007 CEM 2406 80,278.00 008 0.00 0.00 LABOR COMPLIANCE VIOLATION CPRS JUNE-JULY 2018 -8,000.00 003 CPRS JUNE-JULY 2018 8,000.00 005 CPRS AUG18-OCT18 -8,000.00 006 CPRS AUG18-OCT18 8,000.00 011 CPRS JAN-FEB'19 -2,000.00 011 CPRS JAN-FEB '19 2,000.00 012 CPRS APR'19 -5,000.00 013 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 04:05 PM ESTIMATE NO. 018 BID OPENING 02/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 10/21/19 LOCATION PROGRESS ESTIMATE 07-LA-101-1.5/29.1 ----------------- POWELL CONSTRUCTORS INC IN LOS ANGELES COUNTIES IN LOS 8555 BANANA AVENUE ANGELES AND NEAR CALABASAS FROM 0.1 FONTANA CA 92335 MILE SOUTH OF ROUTE 101/110 SEPARATION TO 0.1 MILE NORTH OF MUREAU ROAD OVERCROSSING FED. AID NO. ACNH-Q101(332)E SOIL STABILIZATION & STORM WATER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.042 210.00 0.699 3,495 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 450,000.00 19.000 19,000.00 341.000 341,000 004 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.010 400.00 0.660 26,400 005 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.042 15,750.00 0.699 262,125 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,950.00 116.000 4,060 007 TEMPORARY RAILING (TYPE K) LF 15.0000 165,000.00 7,986.000 119,790 008 TEMPORARY CRASH CUSHION MODULE EA 250.0000 110,000.00 285.000 71,250 009 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.042 2,100.00 0.699 34,950 010 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 4.000 2,000 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 2,000.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 12,500.00 9.000 2,250 015 TEMPORARY FIBER ROLL LF 3.0000 9,000.00 575.000 1,725 016 TEMPORARY SILT FENCE LF 3.0000 6,000.00 2,325.000 6,975 017 STREET SWEEPING LS 20,000.0000 20,000.00 0.617 12,340 018 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.617 15,425 019 TREATED WOOD WASTE LB 0.7500 1,365.00 0.000 0 020 REMOVE CONCRETE (CY) CY 150.0000 3,900.00 1.200 180.00 29.770 4,465 021 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.080 16,000.00 0.516 103,200 022 ROADWAY EXCAVATION CY 40.0000 488,000.00 7,745.330 309,813 PROGRAM CAS145 PAGE 2 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 04:05 PM ESTIMATE NO. 018 BID OPENING 02/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 140.0000 603,400.00 3,539.900 495,586 (AERIALLY DEPOSITED LEAD) 024 ROADWAY EXCAVATION (TYPE COM) CY 30.0000 32,100.00 644.280 19,328 (AERIALLY DEPOSITED LEAD) 025 STRUCTURE EXCAVATION CY 50.0000 693,300.00 13,226.700 661,335 (F) 026 STRUCTURE BACKFILL CY 130.0000 352,560.00 78.000 10,140.00 2,456.890 319,395 (F) 027 DITCH EXCAVATION CY 155.0000 127,100.00 50.400 7,812.00 294.600 45,663 028 ROCK BLANKET SQFT 19.0000 3,055,200.00 151,320.250 2,875,084 029 SLOW-RELEASE FERTILIZER LB 1.0000 3,200.00 0.000 0 030 PLANT (GROUP H) EA 0.8000 36,960.00 0.000 0 031 PLANT (GROUP A) EA 12.0000 57,000.00 0.000 0 032 PLANT (GROUP U) EA 225.0000 675.00 0.000 0 033 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 034 WOOD MULCH CY 36.0000 109,440.00 0.000 0 035 CHECK AND TEST EXISTING IRRIGATION LS 20,000.0000 20,000.00 1.000 20,000 FACILITIES 036 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 0.000 0 037 CONTROL AND NEUTRAL CONDUCTORS LS 20,000.0000 20,000.00 0.240 4,800 038 1" REMOTE CONTROL VALVE EA 475.0000 4,275.00 0.000 0 039 1 1/2" REMOTE CONTROL VALVE EA 650.0000 26,000.00 2.000 1,300 040 1" AUTOMATIC FLUSH VALVE EA 150.0000 3,900.00 0.000 0 041 SOLAR POWERED IRRIGATION CONTROLLER EA 4,500.0000 4,500.00 0.000 0 042 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 25.0000 6,500.00 0.000 0 (F) 043 1/2" DRIP IRRIGATION TUBING LF 0.3000 19,881.00 0.000 0 (F) 044 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 4,500.0000 4,500.00 0.000 0 045 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 105.0000 24,150.00 91.000 9,555 046 RISER SPRINKLER ASSEMBLY EA 45.0000 720.00 0.000 0 047 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 60,000.00 1,530.000 7,650 (F) LINE) 048 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 35,700.00 1,575.000 11,025 (F) (SUPPLY LINE) 049 2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 90,360.00 1,725.000 20,700 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 04:05 PM ESTIMATE NO. 018 BID OPENING 02/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 3" PLASTIC PIPE (SCHEDULE 40) LF 20.0000 103,400.00 1,575.000 31,500 (F) (SUPPLY LINE) 051 6" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 31,200.00 1,145.000 34,350 (F) (SUPPLY LINE) 052 BALL VALVE EA 550.0000 12,100.00 3.000 1,650 053 COMPOST (CY) CY 125.0000 12,875.00 0.000 0 054 INCORPORATE MATERIALS SQFT 0.7500 8,325.00 0.000 0 055 CLASS 3 AGGREGATE BASE (CY) CY 125.0000 260,000.00 654.580 81,822 056 LEAN CONCRETE BASE CY 230.0000 165,600.00 25.000 5,750.00 355.600 81,788 057 HOT MIX ASPHALT (TYPE A) TON 100.0000 143,000.00 665.580 66,558.00 817.900 81,790 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 8,160.00 0.000 0 059 PLACE HOT MIX ASPHALT SQYD 60.0000 117,600.00 1,655.500 99,330.00 1,995.140 119,708 (MISCELLANEOUS AREA) 060 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 57,240.00 255.000 3,060 061 STRUCTURAL CONCRETE CY 550.0000 1,422,850.00 162.000 89,100.00 2,289.000 1,258,950 (F) 062 STRUCTURAL CONCRETE, HEADWALL CY 1,200.0000 25,200.00 15.800 18,960 (F) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 355,000.00 149.360 373,400 (F) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 720.0000 61,200.00 36.100 25,992 (F) 065 MINOR CONCRETE (BACKFILL) CY 10.0000 1.00 0.000 0 (F) 066 JOINT SEAL (TYPE AL) LF 25.0000 4,900.00 0.000 0 067 BAR REINFORCING STEEL LB 0.9000 583,839.00 593,390.500 534,051 (F) 068 6" PLASTIC PIPE LF 180.0000 20,520.00 97.800 17,604 069 8" PLASTIC PIPE LF 20.0000 160.00 0.000 0 070 12" REINFORCED CONCRETE PIPE LF 115.0000 6,095.00 24.000 2,760 071 15" REINFORCED CONCRETE PIPE LF 115.0000 7,705.00 37.300 4,289 072 18" REINFORCED CONCRETE PIPE LF 160.0000 273,600.00 18.800 3,008.00 1,410.000 225,600 073 24" REINFORCED CONCRETE PIPE LF 230.0000 232,300.00 59.450 13,673.50 804.750 185,092 074 30" REINFORCED CONCRETE PIPE LF 130.0000 3,900.00 5.000 650 075 36" REINFORCED CONCRETE PIPE LF 250.0000 55,750.00 200.000 50,000 076 12" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 2,100.00 21.200 2,120 PROGRAM CAS145 PAGE 4 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 04:05 PM ESTIMATE NO. 018 BID OPENING 02/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 15" CORRUGATED STEEL PIPE (.079" THICK) LF 115.0000 2,185.00 0.000 0 078 18" CORRUGATED STEEL PIPE (.109" THICK) LF 155.0000 18,135.00 147.700 22,893 079 24" CORRUGATED STEEL PIPE (.109" THICK) LF 160.0000 15,040.00 75.500 12,080 080 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 13.0000 24,180.00 0.000 0 081 6" NON-PERFORATED PLASTIC PIPE LF 22.0000 8,426.00 0.000 0 UNDERDRAIN 082 CLASS 4 PERMEABLE MATERIAL CY 140.0000 84,000.00 0.000 0 083 CLASS 5 PERMEABLE MATERIAL CY 120.0000 79,200.00 0.000 0 084 18" STEEL FLARED END SECTION EA 200.0000 200.00 0.000 0 085 24" STEEL FLARED END SECTION EA 250.0000 250.00 1.000 250 086 18" CONCRETE FLARED END SECTION EA 850.0000 850.00 1.000 850 087 36" PRECAST CONCRETE PIPE MANHOLE LF 350.0000 12,250.00 13.400 4,690 088 ABANDON PIPELINE EA 3,800.0000 11,400.00 1.000 3,800 089 REMOVE PIPE (LF) LF 40.0000 24,200.00 8.000 320.00 335.500 13,420 090 REMOVE INLET EA 900.0000 15,300.00 3.000 2,700 091 REMOVE FLARED END SECTION (EA) EA 100.0000 400.00 2.000 200 092 CAP INLET EA 2,000.0000 4,000.00 0.000 0 093 SAND BACKFILL CY 50.0000 700.00 3.500 175 094 ROCK SLOPE PROTECTION CY 220.0000 12,100.00 7.300 1,606 (F) (FACING, METHOD B) (CY) 095 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 150.0000 17,250.00 93.600 14,040 (F) (CY) 096 CONCRETE (CHANNEL LINING) CY 1,400.0000 137,200.00 0.000 0 097 CONCRETED-ROCK SLOPE PROTECTION CY 450.0000 3,600.00 0.000 0 (F) (FACING, METHOD A) (CY) 098 GABION CY 400.0000 27,600.00 0.000 0 (F) 099 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 1,275.00 240.800 602 100 MINOR CONCRETE (TEXTURED PAVING) CY 610.0000 366,000.00 548.000 334,280 101 MISCELLANEOUS IRON AND STEEL LB 2.5000 200.00 0.000 0 (F) 102 MISCELLANEOUS METAL LB 7.0000 238,000.00 10,965.000 76,755 (F) 103 MISCELLANEOUS METAL (INCLINED SCREEN) LB 25.0000 40,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 04:05 PM ESTIMATE NO. 018 BID OPENING 02/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS METAL (SCREENED PIPE) LB 23.0000 180,527.00 0.000 0 (F) 105 16' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 28,900.00 0.000 0 106 RECONSTRUCT CHAIN LINK FENCE LF 60.0000 157,800.00 1,668.000 100,080 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 1,100.00 0.000 0 108 CABLE RAILING LF 27.0000 48,249.00 0.000 0 (F) 109 TRANSITION RAILING (TYPE WB-31) EA 3,850.0000 11,550.00 0.000 0 110 SOFTSTOP TERMINAL SYSTEM EA 4,450.0000 13,350.00 0.000 0 111 CONCRETE BARRIER (TYPE 736) LF 120.0000 31,080.00 259.000 31,080 (F) 112 REMOVE GUARDRAIL LF 12.0000 804.00 0.000 0 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 114 MODIFYING EXISTING ELECTRICAL SYSTEM LS 220,000.0000 220,000.00 0.779 171,380 115 WATER METER CHARGES LS 21,000.0000 21,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 04:05 PM ESTIMATE NO. 018 BID OPENING 02/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 349,331.50 9,744,206.40 ADJUSTMENT OF COMPENSATION 0.00 27,645.19 EXTRA WORK 27,304.70 451,379.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 376,636.20 10,223,231.17 116 MOBILIZATION LS 1,215,000.0000 1,215,000.00 1.000 1,215,000 ORIGINAL CONTRACT AMOUNT 14,474,557.00 TOTAL WORK COMPLETED 376,636.20 11,438,231.17 MATERIALS ON HAND ON SITE -3,750.00 225,357.53 DEDUCTIONS 0.00 -5,000.00 TOTAL 372,886.20 11,658,588.70 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 03/20/18 450 05/14/18 05/14/18 03/20/21 339 19 0 0 74% 75% PROGRESS IS SATISFACTORY VENKATARAMAN, KALYANAKRISHNAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/19