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 04/21/20 EST. NO. 024 TIME 10:40 AM 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 --------------------------------------------------------------------------- 022 0010 988.92 E.W. @ F.A.(+) 052219 N 0010 0 0011 814.83 052919 N 0011 0 0012 814.83 053019 N 0012 0 0013 814.83 060319 N 0013 0 0014 814.83 060619 N 0014 0 0015 814.83 060919 N 0015 0 0017 2,511.12 052919 N 0017 0 0018 1,965.08 053019 N 0018 0 0019 2,183.06 053119 N 0019 0 11,722.33 TOTAL THIS ESTIMATE 782,320.75 TOTAL PREVIOUS ESTIMATE 794,043.08 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 04/21/20 EST. NO. 024 TIME 10:40 AM 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 CPRS APR'19 5,000.00 023 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 10:40 AM ESTIMATE NO. 024 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 04/20/20 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 04/21/20 LOCATION RERUN 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 0.018 90.00 0.897 4,485 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 450,000.00 8.000 8,000.00 430.000 430,000 004 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.004 160.00 0.705 28,200 005 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.018 6,750.00 0.897 336,375 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,950.00 40.000 1,400.00 189.000 6,615 007 TEMPORARY RAILING (TYPE K) LF 15.0000 165,000.00 1,220.000 18,300.00 10,486.000 157,290 008 TEMPORARY CRASH CUSHION MODULE EA 250.0000 110,000.00 84.000 21,000.00 450.000 112,500 009 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.018 900.00 0.897 44,850 010 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 8.000 4,000 012 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 1.000 2,000 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 12,500.00 20.000 5,000 015 TEMPORARY FIBER ROLL LF 3.0000 9,000.00 80.000 240.00 1,980.000 5,940 016 TEMPORARY SILT FENCE LF 3.0000 6,000.00 7,725.000 23,175 017 STREET SWEEPING LS 20,000.0000 20,000.00 0.018 360.00 0.815 16,300 018 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.018 450.00 0.815 20,375 019 TREATED WOOD WASTE LB 0.7500 1,365.00 0.000 0 020 REMOVE CONCRETE (CY) CY 150.0000 3,900.00 -7.500 -1,125.00 23.670 3,550 021 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.077 15,400.00 0.750 150,000 022 ROADWAY EXCAVATION CY 40.0000 488,000.00 382.000 15,280.00 9,863.930 394,557 PROGRAM CAS145 PAGE 2 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 10:40 AM ESTIMATE NO. 024 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 04/20/20 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 140.0000 603,400.00 34.740 4,863.60 3,801.740 532,243 (AERIALLY DEPOSITED LEAD) 024 ROADWAY EXCAVATION (TYPE COM) CY 30.0000 32,100.00 34.740 1,042.20 844.440 25,333 (AERIALLY DEPOSITED LEAD) 025 STRUCTURE EXCAVATION CY 50.0000 693,300.00 13,679.800 683,990 (F) 026 STRUCTURE BACKFILL CY 130.0000 352,560.00 11.000 1,430.00 2,851.690 370,719 (F) 027 DITCH EXCAVATION CY 155.0000 127,100.00 -19.000 -2,945.00 629.500 97,572 028 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 0.480 9,600 038 1" REMOTE CONTROL VALVE EA 475.0000 4,275.00 8.000 3,800 039 1 1/2" REMOTE CONTROL VALVE EA 650.0000 26,000.00 9.000 5,850 040 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 2,985.000 14,925 (F) LINE) 048 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 35,700.00 1,805.000 12,635 (F) (SUPPLY LINE) 049 2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 90,360.00 2,440.000 29,280 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 10:40 AM ESTIMATE NO. 024 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 04/20/20 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,370.000 47,400 (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 6.000 3,300 053 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 260,000.00 132.000 16,500.00 1,178.850 147,356 056 LEAN CONCRETE BASE CY 230.0000 165,600.00 86.200 19,826.00 497.930 114,523 057 HOT MIX ASPHALT (TYPE A) TON 100.0000 143,000.00 5.800 580.00 830.700 83,070 058 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 31.100 1,866.00 2,254.890 135,293 (MISCELLANEOUS AREA) 060 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 57,240.00 1,042.000 12,504.00 2,655.000 31,860 061 STRUCTURAL CONCRETE CY 550.0000 1,422,850.00 10.000 5,500.00 2,450.000 1,347,500 (F) 062 STRUCTURAL CONCRETE, HEADWALL CY 1,200.0000 25,200.00 21.100 25,320 (F) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 355,000.00 4.600 11,500.00 94.560 236,400 (F) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 720.0000 61,200.00 7.000 5,040.00 67.300 48,456 (F) 065 MINOR CONCRETE (BACKFILL) CY 10.0000 1.00 0.000 0 (F) 066 JOINT SEAL (TYPE AL) LF 25.0000 4,900.00 168.000 4,200 067 BAR REINFORCING STEEL LB 0.9000 583,839.00 -4,937.500 -4,443.75 641,264.000 577,137 (F) 068 6" PLASTIC PIPE LF 180.0000 20,520.00 116.800 21,024 069 8" PLASTIC PIPE LF 20.0000 160.00 8.000 160 070 12" REINFORCED CONCRETE PIPE LF 115.0000 6,095.00 53.000 6,095 071 15" REINFORCED CONCRETE PIPE LF 115.0000 7,705.00 65.300 7,509 072 18" REINFORCED CONCRETE PIPE LF 160.0000 273,600.00 1,555.800 248,928 073 24" REINFORCED CONCRETE PIPE LF 230.0000 232,300.00 65.700 15,111.00 947.700 217,971 074 30" REINFORCED CONCRETE PIPE LF 130.0000 3,900.00 29.700 3,861 075 36" REINFORCED CONCRETE PIPE LF 250.0000 55,750.00 3.200 800.00 220.200 55,050 076 12" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 2,100.00 21.200 2,120 PROGRAM CAS145 PAGE 4 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 10:40 AM ESTIMATE NO. 024 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 04/20/20 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 3,720.00 171.700 26,613 079 24" CORRUGATED STEEL PIPE (.109" THICK) LF 160.0000 15,040.00 -9.100 -1,456.00 94.000 15,040 080 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 13.0000 24,180.00 1,856.600 24,135 081 6" NON-PERFORATED PLASTIC PIPE LF 22.0000 8,426.00 382.800 8,421 UNDERDRAIN 082 CLASS 4 PERMEABLE MATERIAL CY 140.0000 84,000.00 595.000 83,300 083 CLASS 5 PERMEABLE MATERIAL CY 120.0000 79,200.00 653.000 78,360 084 18" STEEL FLARED END SECTION EA 200.0000 200.00 1.000 200 085 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 3,800.00 3.000 11,400 089 REMOVE PIPE (LF) LF 40.0000 24,200.00 63.200 2,528.00 405.500 16,220 090 REMOVE INLET EA 900.0000 15,300.00 1.000 900.00 4.000 3,600 091 REMOVE FLARED END SECTION (EA) EA 100.0000 400.00 2.000 200 092 CAP INLET EA 2,000.0000 4,000.00 1.000 2,000.00 2.000 4,000 093 SAND BACKFILL CY 50.0000 700.00 10.400 520.00 13.900 695 094 ROCK SLOPE PROTECTION CY 220.0000 12,100.00 9.600 2,112.00 28.700 6,314 (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 137,200.00 124.000 173,600 097 CONCRETED-ROCK SLOPE PROTECTION CY 450.0000 3,600.00 5.000 2,250 (F) (FACING, METHOD A) (CY) 098 GABION CY 400.0000 27,600.00 69.000 27,600 (F) 099 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 1,275.00 29.000 72.50 315.000 787 100 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 1,580.000 11,060.00 22,565.000 157,955 (F) 103 MISCELLANEOUS METAL (INCLINED SCREEN) LB 25.0000 40,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 10:40 AM ESTIMATE NO. 024 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 04/20/20 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,359.000 146,257 (F) 105 16' CHAIN LINK GATE (TYPE CL-6) EA 1,700.0000 28,900.00 2.000 3,400 106 RECONSTRUCT CHAIN LINK FENCE LF 60.0000 157,800.00 1,920.000 115,200 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 1,100.00 84.000 8,400 108 CABLE RAILING LF 27.0000 48,249.00 1,599.000 43,173 (F) 109 TRANSITION RAILING (TYPE WB-31) EA 3,850.0000 11,550.00 2.000 7,700 110 SOFTSTOP TERMINAL SYSTEM EA 4,450.0000 13,350.00 2.000 8,900 111 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 0.500 10,500 PROGRAM CAS145 PAGE 6 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300404 TIME 10:40 AM ESTIMATE NO. 024 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 04/20/20 R.E. NAME: VENKATARAMAN, KALYANAKRISHNAN DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 201,635.55 11,380,979.50 ADJUSTMENT OF COMPENSATION 0.00 27,645.19 EXTRA WORK 11,722.33 766,397.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 213,357.88 12,175,022.58 116 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 213,357.88 13,390,022.58 MATERIALS ON HAND ON SITE 67,847.00 DEDUCTIONS 0.00 0.00 TOTAL 213,357.88 13,457,869.58 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 04/24/21 430 50 0 0 85% 96% PROGRESS IS SATISFACTORY VENKATARAMAN, KALYANAKRISHNAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/20