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 02/25/20 EST. NO. 010 TIME 10:41 AM R.E. NAME: AL-JAMAL, ABDUL 07-312804 --------------------------------------------------------------------------- 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 02/25/20 EST. NO. 010 TIME 10:41 AM R.E. NAME: AL-JAMAL, ABDUL 07-312804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2019 CEM 4401 -10,000.00 009 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION CPR VAR -10,000.00 005 CPR VAR 10,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 02/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312804 TIME 10:41 AM ESTIMATE NO. 010 BID OPENING 12/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/20 LOCATION PROGRESS ESTIMATE 07-LA-14-35.0/53.5 ----------------- DREAMBUILDER CONSTRUCTION IN LOS ANGELES FROM 0.7 MILE SOUTH CORP. SOLEDAD CANYON ROAD/ 0.3 MILE SOUTH 18543 YORBA LINDA BLVD #376 MOUNTAIN SPRING ROAD OC YORBA LINDA, CA 92886 FED. AID NO. ACNH-P014(79) E STORM WATER MITIGATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 165,000.00 20.000 15,000.00 202.000 151,500 003 DEVELOP WATER SUPPLY LS 21,000.0000 21,000.00 0.045 945.00 0.955 20,055 004 CONSTRUCTION AREA SIGNS LS 7,700.0000 7,700.00 0.600 4,620 005 TRAFFIC CONTROL SYSTEM LS 184,742.2000 184,742.20 0.045 8,313.40 0.955 176,428 006 CHANNELIZER (SURFACE MOUNTED) EA 53.0000 11,660.00 213.000 11,289 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 14,000.0000 14,000.00 0.045 630.00 0.875 12,250 008 TEMPORARY RAILING (TYPE K) LF 23.0500 169,187.00 6,100.000 140,605 009 TEMPORARY CRASH CUSHION MODULE EA 200.0000 54,000.00 182.000 36,400 010 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.045 675.00 0.955 14,325 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 8,000.00 0.000 0 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 5,000.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 015 TEMPORARY COVER SQYD 1.7000 3,910.00 800.000 1,360 016 TEMPORARY CHECK DAM LF 6.0000 4,500.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 2,660.00 14.000 2,660 018 TEMPORARY FIBER ROLL LF 4.9000 16,807.00 3,430.000 16,807 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 7,400.00 2.000 7,400 020 STREET SWEEPING LS 8,000.0000 8,000.00 0.045 360.00 0.875 7,000 021 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.045 225.00 0.875 4,375 022 TREATED WOOD WASTE LB 0.6000 2,970.00 4,950.000 2,970 PROGRAM CAS145 PAGE 2 DATE 02/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312804 TIME 10:41 AM ESTIMATE NO. 010 BID OPENING 12/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 19,000.0000 19,000.00 0.045 855.00 0.955 18,145 024 ROADWAY EXCAVATION CY 200.0000 32,000.00 156.000 31,200 025 ROADWAY EXCAVATION (TYPE Z-2) CY 168.0000 376,320.00 799.100 134,248.80 2,236.300 375,698 (AERIALLY DEPOSITED LEAD) 026 ROADWAY EXCAVATION (TYPE COM)(AERIALLY CY 88.0000 6,864.00 10.700 941.60 379.300 33,378 DEPOSITED LEAD) 027 STRUCTURE EXCAVATION CY 95.0000 112,765.00 1,186.900 112,755 (F) 028 STRUCTURE BACKFILL CY 165.0000 63,690.00 386.000 63,690 (F) 029 DITCH EXCAVATION CY 51.0000 172,890.00 189.000 9,639.00 3,389.200 172,849 030 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7400 136,160.00 140,000.000 103,600.00 140,000.000 103,600 031 HYDROMULCH SQFT 0.0500 10,550.00 150,000.000 7,500.00 150,000.000 7,500 032 FIBER ROLLS LF 3.8200 32,470.00 5,000.000 19,100.00 5,000.000 19,100 033 HYDROSEED SQFT 0.0700 14,770.00 150,000.000 10,500.00 150,000.000 10,500 034 COMPOST (CY) CY 50.0000 16,500.00 200.000 10,000.00 200.000 10,000 035 CLASS 3 AGGREGATE BASE (CY) CY 232.0000 18,096.00 78.000 18,096.00 78.000 18,096 036 LEAN CONCRETE BASE CY 200.0000 8,200.00 41.000 8,200.00 41.000 8,200 037 HOT MIX ASPHALT (TYPE A) TON 310.0000 24,800.00 0.000 0 038 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 330.0000 66,000.00 173.800 57,354 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.5000 621.50 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.5000 9,020.00 0.000 0 041 PLACE HOT MIX ASPHALT SQYD 68.0000 4,828.00 0.000 0 (MISCELLANEOUS AREA) 042 TACK COAT TON 2,300.0000 2,990.00 0.000 0 043 REMOVE ASPHALT CONCRETE DIKE LF 3.2200 4,411.40 1,033.000 3,326.26 1,033.000 3,326 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.2200 14,145.40 1,070.000 14,145 045 RETAINING WALL STEM (TYPE 6) SQFT 135.0000 120,555.00 893.000 120,555 (F) 046 STRUCTURAL CONCRETE CY 1,450.0000 310,300.00 214.000 310,300 (F) 047 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,600.0000 114,400.00 2.180 5,668.00 44.000 114,400 (F) 048 JOINT SEAL (TYPE AL) LF 46.0000 11,500.00 250.000 11,500 049 BAR REINFORCING STEEL LB 1.8500 117,996.70 63,782.000 117,996 (F) PROGRAM CAS145 PAGE 3 DATE 02/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312804 TIME 10:41 AM ESTIMATE NO. 010 BID OPENING 12/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" ALTERNATIVE PIPE CULVERT LF 124.0000 145,080.00 121.000 15,004.00 1,170.000 145,080 051 18" ALTERNATIVE SLOTTED PIPE LF 68.0000 62,560.00 920.000 62,560 052 18" CORRUGATED STEEL PIPE (.109" THICK) LF 92.0000 1,472.00 16.000 1,472 053 24" CORRUGATED STEEL PIPE (.138" THICK) LF 105.0000 5,985.00 57.000 5,985 054 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 19.0000 5,700.00 152.800 2,903 055 6" NON-PERFORATED PLASTIC PIPE LF 20.0000 1,260.00 40.000 800.00 63.000 1,260 UNDERDRAIN 056 CLASS 4 PERMEABLE MATERIAL CY 120.0000 255,600.00 2,039.700 244,764 057 CLASS 5 PERMEABLE MATERIAL CY 125.0000 36,250.00 280.100 35,012 058 36" CORRUGATED STEEL PIPE INLET LF 600.0000 1,800.00 3.000 1,800 (.138" THICK) 059 18" ALTERNATIVE FLARED END SECTION EA 600.0000 3,000.00 5.000 3,000 060 REMOVE OVERSIDE DRAIN EA 700.0000 3,500.00 6.000 4,200 061 REMOVE CULVERT (LF) LF 150.0000 6,600.00 44.000 6,600 062 CAP INLET EA 900.0000 1,800.00 1.000 900 063 CONCRETE (DITCH LINING) CY 1,200.0000 14,400.00 12.000 14,400 064 GABION CY 750.0000 3,750.00 5.000 3,750 (F) 065 ROCK SLOPE PROTECTION CY 500.0000 5,500.00 11.100 5,550 (20 LB, CLASS I, METHOD B) (CY) 066 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 105.00 11.100 55 067 MINOR CONCRETE (GUTTER) (CY) CY 1,500.0000 9,450.00 0.000 0 068 MINOR CONCRETE (MISCELLANEOUS CY 1,800.0000 5,400.00 3.000 5,400 CONSTRUCTION) 069 REMOVE CONCRETE CURB (LF) LF 60.0000 1,380.00 0.000 0 070 MISCELLANEOUS IRON AND STEEL LB 1.9000 8,042.70 4,233.000 8,042 (F) 071 MISCELLANEOUS METAL LB 40.0000 4,600.00 115.000 4,600 (F) 072 CHAIN LINK FENCE (TYPE CL-6) LF 41.0000 10,660.00 0.000 0 073 14' CHAIN LINK GATE (TYPE CL-6) EA 2,400.0000 2,400.00 0.000 0 074 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 43.0000 30,100.00 0.000 0 075 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 43.0000 16,340.00 380.000 16,340 076 VEGETATION CONTROL (MINOR CONCRETE) SQYD 105.0000 102,900.00 364.000 38,220 PROGRAM CAS145 PAGE 4 DATE 02/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312804 TIME 10:41 AM ESTIMATE NO. 010 BID OPENING 12/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CABLE RAILING LF 47.0000 7,990.00 0.000 0 078 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 3,300.00 0.000 0 079 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,800.0000 9,600.00 0.000 0 080 REMOVE GUARDRAIL LF 14.0000 5,460.00 106.000 1,484 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 24" ANCHOR ASSEMBLY EA 2,500.0000 17,500.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312804 TIME 10:41 AM ESTIMATE NO. 010 BID OPENING 12/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 02/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 373,627.06 2,963,713.56 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,246.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 373,627.06 2,968,960.11 083 MOBILIZATION LS 328,197.2000 328,197.20 1.000 328,197 ORIGINAL CONTRACT AMOUNT 3,654,061.10 TOTAL WORK COMPLETED 373,627.06 3,297,157.31 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 373,627.06 3,287,157.31 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 02/05/19 220 04/02/19 04/02/19 03/23/20 203 18 0 0 88% 92% PROGRESS IS SATISFACTORY AL-JAMAL, ABDUL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/20