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 11/21/22 EST. NO. 004 TIME 10:27 AM R.E. NAME: PUNJABI, RAJ 07-322604 --------------------------------------------------------------------------- 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 11/21/22 EST. NO. 004 TIME 10:27 AM R.E. NAME: PUNJABI, RAJ 07-322604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:27 AM ESTIMATE NO. 004 BID OPENING 04/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/22 LOCATION PROGRESS ESTIMATE 07-LA-210-R41.3/R44.6 ----------------- SEMA CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN GLENDORA 42690 RIO NEDO RD STE G AT VARIOUS LOCATIONS FROM 0.2 MILE TEMECULA CA 92590 EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING FED. AID NO. ACIM-2101(856)E CONSTRUCT BMP FOR 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 895.6500 895.65 1.000 895 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,352.5200 405,756.00 17.000 22,992.84 55.000 74,388 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 16,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 18,115.4200 18,115.42 0.750 13,586 006 TRAFFIC CONTROL SYSTEM LS 61,966.8600 61,966.86 0.100 6,196.69 0.300 18,590 007 CHANNELIZER (SURFACE MOUNTED) EA 59.7100 1,910.72 32.000 1,910 008 TEMPORARY RAILING (TYPE K) LF 28.1500 57,426.00 2,040.000 57,426 009 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,537.0600 7,074.12 2.000 7,074 010 TEMPORARY CRASH CUSHION MODULE EA 241.8800 6,772.64 28.000 6,772 011 JOB SITE MANAGEMENT LS 72,368.6900 72,368.69 0.100 7,236.87 0.220 15,921 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,872.2600 1,872.26 1.000 1,872 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 2.000 1,000.00 2.000 1,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 217.5900 2,611.08 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 385.5700 8,482.54 15.000 5,783 017 TEMPORARY FIBER ROLL LF 6.4700 25,880.00 575.000 3,720.25 1,025.000 6,631 018 TEMPORARY SILT FENCE LF 6.1200 24,480.00 0.000 0 019 TEMPORARY CONSTRUCTION ENTRANCE EA 4,766.8900 57,202.68 3.000 14,300.67 4.000 19,067 020 STREET SWEEPING LS 21,252.7200 21,252.72 0.100 2,125.27 0.210 4,463 021 TEMPORARY CONCRETE WASHOUT LS 4,355.8900 4,355.89 0.100 435.59 0.210 914 022 CLEARING AND GRUBBING (LS) LS 31,075.9000 31,075.90 0.400 12,430.36 0.810 25,171 PROGRAM CAS145 PAGE 2 DATE 11/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:27 AM ESTIMATE NO. 004 BID OPENING 04/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 67.9100 40,066.90 8.300 563.65 16.600 1,127 024 ROADWAY EXCAVATION (TYPE Z-2) CY 170.5700 359,902.70 816.000 139,185.12 916.000 156,242 (AERIALLY DEPOSITED LEAD) 025 IMPORTED BORROW (CY) CY 20.9200 21,966.00 0.000 0 026 ROADSIDE CLEARING LS 61,794.3300 61,794.33 0.000 0 027 PRUNE EXISTING PLANTS LS 26,970.7200 26,970.72 0.750 20,228.04 0.750 20,228 028 SLOW-RELEASE FERTILIZER LB 2.2000 924.00 0.000 0 029 PLANT (GROUP H) EA 0.9200 2,484.00 0.000 0 030 PLANT (GROUP A) EA 9.2000 11,960.00 0.000 0 031 PLANT (GROUP B) EA 26.5800 1,621.38 0.000 0 032 PLANT (GROUP U) EA 122.6700 5,274.81 0.000 0 033 TREE PROTECTION EA 141.6800 4,108.72 14.000 1,983.52 19.000 2,691 034 MAINTAIN EXISTING PLANTED AREAS LS 5,111.3000 5,111.30 0.100 511 035 PLANT ESTABLISHMENT WORK LS 12,267.0800 12,267.08 0.000 0 036 WOOD MULCH CY 61.3400 77,288.40 0.000 0 037 CHECK AND TEST EXISTING IRRIGATION LS 3,373.4400 3,373.44 1.000 3,373 FACILITIES 038 OPERATE EXISTING IRRIGATION FACILITIES LS 10,222.5700 10,222.57 0.000 0 039 REMOVE IRRIGATION FACILITY LS 4,600.1500 4,600.15 0.250 1,150.04 0.250 1,150 040 CONTROL AND NEUTRAL CONDUCTORS LS 19,422.8800 19,422.88 0.000 0 041 1" REMOTE CONTROL VALVE EA 383.3500 2,300.10 0.000 0 042 1 1/2" REMOTE CONTROL VALVE EA 429.3500 3,434.80 0.000 0 043 24-32 STATION IRRIGATION CONTROLLER EA 17,889.5000 35,779.00 0.000 0 (PEDESTAL MOUNTED) 044 FLOW SENSOR EA 940.4800 1,880.96 0.000 0 045 TREE WELL SPRINKLER ASSEMBLY EA 30.6700 5,520.60 0.000 0 046 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 72.5800 4,064.48 0.000 0 047 RISER SPRINKLER ASSEMBLY EA 46.0000 1,472.00 0.000 0 048 2" GATE VALVE EA 618.4600 2,473.84 0.000 0 049 3" GATE VALVE EA 909.8100 1,819.62 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:27 AM ESTIMATE NO. 004 BID OPENING 04/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.2400 30,257.76 0.000 0 (F) LINE) 051 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.8500 1,945.40 0.000 0 (F) LINE) 052 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.8700 6,004.81 0.000 0 (F) (SUPPLY LINE) 053 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.7300 289.71 0.000 0 (F) (SUPPLY LINE) 054 2" PLASTIC PIPE (SCHEDULE 40) LF 14.3100 12,735.90 0.000 0 (F) (SUPPLY LINE) 055 BALL VALVE EA 347.5700 1,390.28 0.000 0 056 PVC PIPE CONDUIT (SLEEVE) LF 163.5600 17,664.48 0.000 0 (F) 057 COMPOST (CY) CY 135.9600 2,991.12 0.000 0 058 INCORPORATE MATERIALS SQFT 0.0600 142.20 0.000 0 059 CLASS 3 AGGREGATE BASE (CY) CY 131.2500 40,687.50 0.000 0 060 LEAN CONCRETE BASE CY 572.2500 85,837.50 0.000 0 061 HOT MIX ASPHALT (TYPE A) TON 683.5800 54,686.40 0.000 0 062 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 664.3500 30,560.10 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 69.0200 6,902.00 0.000 0 064 PLACE HOT MIX ASPHALT SQYD 105.7591 232.67 0.000 0 (MISCELLANEOUS AREA) 065 TACK COAT TON 1,032.3000 206.46 0.000 0 066 REMOVE ASPHALT CONCRETE DIKE LF 14.8800 3,422.40 125.000 1,860.00 230.000 3,422 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.7900 12,043.20 0.000 0 068 JOINTED PLAIN CONCRETE PAVEMENT CY 398.1500 111,482.00 0.000 0 069 MINOR CONCRETE (MINOR STRUCTURE) CY 6,177.6500 22,239.54 0.000 0 (F) 070 DPP INFILTRATION AREA (ROCK) CY 103.0100 161,725.70 0.000 0 071 AUSTIN VAULT SAND FILTER (3500) EA 332,098.4800 664,196.96 0.300 99,629.54 0.800 265,678 072 18" CORRUGATED STEEL PIPE (.079" THICK) LF 137.8500 51,004.50 60.000 8,271.00 60.000 8,271 073 18" STEEL FLARED END SECTION EA 962.4400 962.44 0.000 0 074 36" PRECAST CONCRETE PIPE INLET LF 480.6400 11,535.36 0.000 0 075 REMOVE PIPE (LF) LF 33.3900 7,345.80 0.000 0 076 REMOVE INLET EA 2,195.3100 2,195.31 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:27 AM ESTIMATE NO. 004 BID OPENING 04/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE FLARED END SECTION (EA) EA 738.5800 738.58 0.000 0 078 ROCK SLOPE PROTECTION CY 233.0100 18,640.80 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 079 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0900 1,559.80 0.000 0 080 REMOVE CONCRETE (CURB AND GUTTER) LF 12.0800 2,657.60 0.000 0 081 MISCELLANEOUS IRON AND STEEL LB 5.1300 5,314.68 0.000 0 (F) 082 CHAIN LINK FENCE (TYPE CL-6) LF 122.6700 2,453.40 0.000 0 083 20' CHAIN LINK GATE (TYPE CL-6) EA 3,986.7900 3,986.79 0.000 0 084 REMOVE FENCE LF 25.5600 1,022.40 0.000 0 085 TREATMENT BEST MANAGEMENT EA 151.8100 3,036.20 0.000 0 PRACTICE MARKER 086 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,518.0500 1,518.05 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 087 MODIFYING LIGHTING SYSTEMS LS 9,108.3100 9,108.31 0.000 0 088 MODIFYING RAMP METERING SYSTEMS LS 43,517.4800 43,517.48 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:27 AM ESTIMATE NO. 004 BID OPENING 04/12/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/22 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 343,309.45 724,166.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 343,309.45 724,166.06 089 MOBILIZATION LS 333,760.6100 333,760.61 0.200 66,752.12 0.950 317,072 ORIGINAL CONTRACT AMOUNT 3,337,606.15 TOTAL WORK COMPLETED 410,061.57 1,041,238.64 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 410,061.57 1,041,238.64 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 06/13/22 550 08/08/22 08/08/22 11/15/23 55 17 0 0 31% 18% PROGRESS IS SATISFACTORY PUNJABI, RAJ RESIDENT ENGINEER