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 01/10/22 EST. NO. 020 TIME 11:47 AM R.E. NAME: WIDJAJA, DANIEL 07-311004 --------------------------------------------------------------------------- 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 01/10/22 EST. NO. 020 TIME 11:47 AM R.E. NAME: WIDJAJA, DANIEL 07-311004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NON-COMPLIANCE -25,000.00 012 CPM NON-COMPLIANCE 25,000.00 020 25,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING MAR/APR CPRS -10,000.00 011 MISSING MAY CPRS -10,000.00 013 MISSING MAR/APR CPRS 10,000.00 013 MISSING MAY CPRS 10,000.00 016 0.00 0.00 TOTAL DEDUCTIONS 25,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311004 TIME 11:47 AM ESTIMATE NO. 020 BID OPENING 04/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/21 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/10/22 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-210-R24.9/R24.9 ---------------------------------- DREAMBUILDER CONSTRUCTION CORP IN LOS ANGELES COUNTY, IN PASADENA DBA DREAMBUILDER AT ROUTE 134/710 SEPARATION 18543 YORBA LINDA BLVD # 376; YORBA LINDA CA 92886 FED. AID NO. N O N E PAVING BEYOND THE GORE AND NARROW ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 525.0000 94,500.00 180.000 94,500 003 CONSTRUCTION AREA SIGNS LS 16,500.0000 16,500.00 1.000 16,500 004 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 1.000 125,000 005 JOB SITE MANAGEMENT LS 9,500.0000 9,500.00 1.000 9,500 006 PREPARE STORM WATER POLLUTION PREVENTION LS 2,300.0000 2,300.00 1.000 2,300 PLAN 007 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 2.000 1,000 008 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 5,200.00 0.000 0 009 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 2.000 4,000 010 TEMPORARY HYDRAULIC MULCH SQYD 0.9200 8,905.60 0.000 0 011 TEMPORARY HYDROSEED SQYD 0.9200 8,905.60 0.000 0 012 TEMPORARY COVER SQYD 1.0000 11,500.00 11,866.660 11,866 013 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 3,105.00 30.000 3,450 014 TEMPORARY FIBER ROLL LF 4.3000 41,065.00 8,216.500 35,330 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 4,000.00 1.000 4,000 016 STREET SWEEPING LS 12,000.0000 12,000.00 1.000 12,000 017 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 1.000 3,500 018 TREATED WOOD WASTE LB 0.1200 1,644.00 5,548.660 665 019 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 438.0000 1,314.00 1.500 657 020 CLEARING AND GRUBBING (LS) LS 1,137.0000 1,137.00 1.000 1,137 021 ROADWAY EXCAVATION CY 74.0000 50,320.00 655.000 48,470 022 ROADWAY EXCAVATION (TYPE Z-2) CY 265.0000 439,900.00 1,813.460 480,566 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 01/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311004 TIME 11:47 AM ESTIMATE NO. 020 BID OPENING 04/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/21 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION (TYPE COM) CY 115.0000 94,300.00 748.050 86,025 (AERIALLY DEPOSITED LEAD) 024 IMPORTED BORROW (CY) CY 113.0000 2,260.00 0.000 0 025 ROADSIDE CLEARING LS 4,700.0000 4,700.00 1.000 4,700 026 ROCK BLANKET SQFT 15.0000 30,000.00 2,084.000 31,260 027 RELOCATE EXISTING ROCK BLANKET SQFT 13.0000 145,600.00 12,984.000 168,792 028 DECOMPOSED GRANITE SQFT 3.0000 20,100.00 7,145.000 21,435 029 CHECK AND TEST EXISTING IRRIGATION LS 2,120.0000 2,120.00 1.000 2,120 FACILITIES 030 REMOVE IRRIGATION FACILITY LS 28,000.0000 28,000.00 1.000 28,000 031 CONTROL AND NEUTRAL CONDUCTORS LS 4,200.0000 4,200.00 1.000 4,200 032 1" REMOTE CONTROL VALVE EA 506.0000 8,602.00 17.000 8,602 033 1 1/2" REMOTE CONTROL VALVE EA 580.0000 15,080.00 27.000 15,660 034 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 60.0000 9,600.00 135.000 8,100 035 RISER SPRINKLER ASSEMBLY EA 23.0000 1,380.00 45.000 1,035 036 3" GATE VALVE EA 1,320.0000 6,600.00 5.000 6,600 037 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 11,880.00 1,980.000 11,880 (F) LINE) 038 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.3000 8,095.50 1,285.000 8,095 (F) LINE) 039 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.6000 13,332.00 2,020.000 13,332 (F) (SUPPLY LINE) 040 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.7000 8,006.50 1,195.000 8,006 (F) (SUPPLY LINE) 041 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 2,730.00 390.000 2,730 (F) (SUPPLY LINE) 042 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 5,600.00 700.000 5,600 (F) (SUPPLY LINE) 043 3" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 31,025.00 3,650.000 31,025 (F) (SUPPLY LINE) 044 BALL VALVE EA 1,057.0000 20,083.00 15.000 15,855 045 PVC PIPE CONDUIT (SLEEVE) LF 10.5000 3,885.00 370.000 3,885 (F) 046 8" CORRUGATED HIGH DENSITY LF 131.0000 13,100.00 100.000 13,100 POLYETHYLENE PIPE CONDUIT 047 CLASS 3 AGGREGATE BASE (CY) CY 147.0000 214,620.00 1,784.160 262,271 048 LEAN CONCRETE BASE CY 250.0000 6,500.00 26.000 6,500 049 HOT MIX ASPHALT (TYPE A) TON 225.0000 63,000.00 252.000 56,700 PROGRAM CAS145 PAGE 3 DATE 01/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311004 TIME 11:47 AM ESTIMATE NO. 020 BID OPENING 04/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/21 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 15,380.00 7,842.500 15,685 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 920.00 447.000 894 052 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,940.00 970.000 1,940 053 TACK COAT TON 1,700.0000 1,700.00 1.000 1,700 054 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.0000 3,060.00 537.500 3,225 055 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 24,870.00 8,401.750 25,205 056 REMOVE RETAINING WALL (WOOD) LF 15.0000 600.00 40.000 600 057 SLOPE PAVING (CONCRETE) CY 460.0000 87,400.00 190.000 87,400 058 MINOR CONCRETE (CURB AND GUTTER) CY 454.0000 9,988.00 22.000 9,988 059 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.0900 664,479.00 73,321.510 666,492 060 GUARD RAILING DELINEATOR EA 17.0000 238.00 8.000 136 061 OBJECT MARKER (TYPE L-1) EA 51.0000 1,632.00 16.000 816 062 REMOVE MARKER EA 7.0000 224.00 16.000 112 063 REMOVE ROADSIDE SIGN (WOOD POST) EA 170.0000 1,700.00 10.000 1,700 064 REMOVE ROADSIDE SIGN EA 85.0000 425.00 5.000 425 (STRAP AND SADDLE BRACKET METHOD) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 286.00 26.000 286 (0.063"-UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 272.00 34.000 272 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 720.00 80.000 720 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 450.00 25.000 450 (0.080"-FRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,445.00 85.000 1,445 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 070 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6000 920.00 200.000 920 071 ROADSIDE SIGN - ONE POST EA 180.0000 1,260.00 7.000 1,260 072 ROADSIDE SIGN - TWO POST EA 1,360.0000 4,080.00 3.000 4,080 073 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 323.0000 1,615.00 5.000 1,615 METHOD) 074 MIDWEST GUARDRAIL SYSTEM LF 38.0000 7,600.00 25.000 950 PROGRAM CAS145 PAGE 4 DATE 01/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311004 TIME 11:47 AM ESTIMATE NO. 020 BID OPENING 04/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/21 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 VEGETATION CONTROL (MINOR CONCRETE) SQYD 99.0000 10,890.00 82.900 8,207 076 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,043.0000 2,086.00 2.000 2,086 077 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 8,600.00 2.000 8,600 078 REMOVE GUARDRAIL LF 26.0000 7,800.00 273.500 7,111 079 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 26.3000 26.30 1.000 26 SYSTEM ELEMENTS DURING CONSTRUCTION 080 MODIFYING LIGHTING SYSTEMS LS 68,200.0000 68,200.00 1.000 68,200 PROGRAM CAS145 PAGE 5 DATE 01/10/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-311004 TIME 11:47 AM ESTIMATE NO. 020 BID OPENING 04/14/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/21/21 R.E. NAME: WIDJAJA, DANIEL DATE OF THIS ESTIMATE 01/10/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,607,001.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 141,885.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,748,887.70 081 MOBILIZATION LS 272,059.5000 272,059.50 1.000 272,059 ORIGINAL CONTRACT AMOUNT 2,836,061.00 TOTAL WORK COMPLETED 0.00 3,020,947.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 25,000.00 0.00 TOTAL 25,000.00 3,020,947.20 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/19/20 180 07/13/20 07/13/20 12/21/21 190 169 10 0 100% 100% WIDJAJA, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/10/22