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 11/21/23 EST. NO. 016 TIME 10:46 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 11/21/23 EST. NO. 016 TIME 10:46 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 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:46 AM ESTIMATE NO. 016 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 11/20/23 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/23 LOCATION PROGRESS ESTIMATE 07-LA-210-R41.3/R44.6 ----------------- SEMA CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN GLENDORA 9810 SCRIPPS LAKE DR., STE C AT VARIOUS LOCATIONS FROM 0.2 MILE SAN DIEGO, CA 92131 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 19.000 25,697.88 271.000 366,532 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 16,000.00 0.460 920.00 4.460 8,920 MEETING 004 HOURLY OFF-SITE HR 200.0000 4,000.00 -3.890 -778.00 14.180 2,836 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 0.050 3,098.34 0.850 52,671 007 CHANNELIZER (SURFACE MOUNTED) EA 59.7100 1,910.72 47.000 2,806 008 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 0.050 3,618.43 0.950 68,750 012 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 11.000 5,500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 217.5900 2,611.08 8.000 1,740 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 TEMPORARY DRAINAGE INLET PROTECTION EA 385.5700 8,482.54 15.000 5,783 017 TEMPORARY FIBER ROLL LF 6.4700 25,880.00 3,062.000 19,811 018 TEMPORARY SILT FENCE LF 6.1200 24,480.00 335.000 2,050 019 TEMPORARY CONSTRUCTION ENTRANCE EA 4,766.8900 57,202.68 5.000 23,834 020 STREET SWEEPING LS 21,252.7200 21,252.72 0.950 20,190 021 TEMPORARY CONCRETE WASHOUT LS 4,355.8900 4,355.89 1.000 4,355 022 CLEARING AND GRUBBING (LS) LS 31,075.9000 31,075.90 1.000 31,075 PROGRAM CAS145 PAGE 2 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:46 AM ESTIMATE NO. 016 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 11/20/23 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 67.9100 40,066.90 246.200 16,719 024 ROADWAY EXCAVATION (TYPE Z-2) CY 170.5700 359,902.70 2,074.380 353,827 (AERIALLY DEPOSITED LEAD) 025 IMPORTED BORROW (CY) CY 20.9200 21,966.00 1,050.000 21,966 026 ROADSIDE CLEARING LS 61,794.3300 61,794.33 0.750 46,345 027 PRUNE EXISTING PLANTS LS 26,970.7200 26,970.72 1.000 26,970 028 SLOW-RELEASE FERTILIZER LB 2.2000 924.00 0.000 0 029 PLANT (GROUP H) EA 0.9200 2,484.00 2,700.000 2,484 030 PLANT (GROUP A) EA 9.2000 11,960.00 1,300.000 11,960 031 PLANT (GROUP B) EA 26.5800 1,621.38 61.000 1,621 032 PLANT (GROUP U) EA 122.6700 5,274.81 43.000 5,274 033 TREE PROTECTION EA 141.6800 4,108.72 28.000 3,967 034 MAINTAIN EXISTING PLANTED AREAS LS 5,111.3000 5,111.30 0.350 1,788.96 0.500 2,555 035 PLANT ESTABLISHMENT WORK LS 12,267.0800 12,267.08 0.000 0 036 WOOD MULCH CY 61.3400 77,288.40 391.100 23,990.07 391.100 23,990 037 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 0.100 1,022 039 REMOVE IRRIGATION FACILITY LS 4,600.1500 4,600.15 1.000 4,600 040 CONTROL AND NEUTRAL CONDUCTORS LS 19,422.8800 19,422.88 0.600 11,653.73 1.000 19,422 041 1" REMOTE CONTROL VALVE EA 383.3500 2,300.10 6.000 2,300 042 1 1/2" REMOTE CONTROL VALVE EA 429.3500 3,434.80 8.000 3,434 043 24-32 STATION IRRIGATION CONTROLLER EA 17,889.5000 35,779.00 2.000 35,779 (PEDESTAL MOUNTED) 044 FLOW SENSOR EA 940.4800 1,880.96 2.000 1,880 045 TREE WELL SPRINKLER ASSEMBLY EA 30.6700 5,520.60 180.000 5,520 046 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 72.5800 4,064.48 56.000 4,064 047 RISER SPRINKLER ASSEMBLY EA 46.0000 1,472.00 32.000 1,472 048 2" GATE VALVE EA 618.4600 2,473.84 4.000 2,473 049 3" GATE VALVE EA 909.8100 1,819.62 2.000 1,819 PROGRAM CAS145 PAGE 3 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:46 AM ESTIMATE NO. 016 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 11/20/23 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,849.000 30,257 (F) LINE) 051 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.8500 1,945.40 284.000 1,945 (F) LINE) 052 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.8700 6,004.81 763.000 6,004 (F) (SUPPLY LINE) 053 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.7300 289.71 27.000 289 (F) (SUPPLY LINE) 054 2" PLASTIC PIPE (SCHEDULE 40) LF 14.3100 12,735.90 890.000 12,735 (F) (SUPPLY LINE) 055 BALL VALVE EA 347.5700 1,390.28 4.000 1,390 056 PVC PIPE CONDUIT (SLEEVE) LF 163.5600 17,664.48 108.000 17,664 (F) 057 COMPOST (CY) CY 135.9600 2,991.12 21.900 2,977.52 21.900 2,977 058 INCORPORATE MATERIALS SQFT 0.0600 142.20 2,370.000 142.20 2,370.000 142 059 CLASS 3 AGGREGATE BASE (CY) CY 131.2500 40,687.50 303.500 39,834 060 LEAN CONCRETE BASE CY 572.2500 85,837.50 145.900 83,491 061 HOT MIX ASPHALT (TYPE A) TON 683.5800 54,686.40 5.400 3,691.33 85.400 58,377 062 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 664.3500 30,560.10 45.740 30,387.37 91.740 60,947 063 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 0.500 516.15 0.500 516 066 REMOVE ASPHALT CONCRETE DIKE LF 14.8800 3,422.40 857.000 12,752 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.7900 12,043.20 2,080.000 12,043 068 JOINTED PLAIN CONCRETE PAVEMENT CY 398.1500 111,482.00 274.000 109,093 069 MINOR CONCRETE (MINOR STRUCTURE) CY 6,177.6500 22,239.54 1.400 8,648 (F) 070 DPP INFILTRATION AREA (ROCK) CY 103.0100 161,725.70 1,429.700 147,273 071 AUSTIN VAULT SAND FILTER (3500) EA 332,098.4800 664,196.96 2.000 664,196 072 18" CORRUGATED STEEL PIPE (.079" THICK) LF 137.8500 51,004.50 304.800 42,016 073 18" STEEL FLARED END SECTION EA 962.4400 962.44 1.000 962 074 36" PRECAST CONCRETE PIPE INLET LF 480.6400 11,535.36 23.510 11,299 075 REMOVE PIPE (LF) LF 33.3900 7,345.80 219.000 7,312 076 REMOVE INLET EA 2,195.3100 2,195.31 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:46 AM ESTIMATE NO. 016 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 11/20/23 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 738 078 ROCK SLOPE PROTECTION CY 233.0100 18,640.80 85.000 19,805 (150 LB, CLASS III, METHOD B) (CY) 079 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0900 1,559.80 223.000 1,581 080 REMOVE CONCRETE (CURB AND GUTTER) LF 12.0800 2,657.60 134.000 1,618 081 MISCELLANEOUS IRON AND STEEL LB 5.1300 5,314.68 478.000 2,452 (F) 082 CHAIN LINK FENCE (TYPE CL-6) LF 122.6700 2,453.40 20.000 2,453 083 20' CHAIN LINK GATE (TYPE CL-6) EA 3,986.7900 3,986.79 1.000 3,986 084 REMOVE FENCE LF 25.5600 1,022.40 40.000 1,022 085 TREATMENT BEST MANAGEMENT EA 151.8100 3,036.20 20.000 3,036 PRACTICE MARKER 086 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,518.0500 1,518.05 1.000 1,518 SYSTEM ELEMENTS DURING CONSTRUCTION 087 MODIFYING LIGHTING SYSTEMS LS 9,108.3100 9,108.31 1.000 9,108 088 MODIFYING RAMP METERING SYSTEMS LS 43,517.4800 43,517.48 1.000 43,517 PROGRAM CAS145 PAGE 5 DATE 11/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-322604 TIME 10:46 AM ESTIMATE NO. 016 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 11/20/23 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 11/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 107,703.98 2,734,345.51 ADJUSTMENT OF COMPENSATION 0.00 54,436.02 EXTRA WORK 0.00 66,653.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 107,703.98 2,855,434.54 089 MOBILIZATION LS 333,760.6100 333,760.61 1.000 333,760 ORIGINAL CONTRACT AMOUNT 3,337,606.15 TOTAL WORK COMPLETED 107,703.98 3,189,195.15 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 107,703.98 3,189,195.15 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 01/09/25 269 51 0 0 90% 90% PROGRESS IS SATISFACTORY PUNJABI, RAJ RESIDENT ENGINEER