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 11/19/19 EST. NO. 008 TIME 09:35 AM R.E. NAME: R.SALMAN 07-312604 --------------------------------------------------------------------------- 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 11/19/19 EST. NO. 008 TIME 09:35 AM R.E. NAME: R.SALMAN 07-312604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION CPR VAR -10,000.00 005 CPR VAR 10,000.00 008 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 09:35 AM ESTIMATE NO. 008 BID OPENING 12/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 11/19/19 LOCATION PROGRESS ESTIMATE 07-LA-5-75.0/81.8 ----------------- SEMA CONSTRUCTION, INC. IN LOS ANGELES COUNTY FROM PYRAMID 42690 RIO NEDO, SUITE G LAKE TO STATE ROUTE 138 TEMECULA CA 92590 FED. AID NO. ACIM-005 -3(127)E STORM WATER QUALITY MANAGEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 993.8100 993.81 1.000 993 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,729.9200 1,729.92 0.105 181.64 0.690 1,193 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,244.3200 248,864.00 21.000 26,130.72 138.000 171,716 004 DEVELOP WATER SUPPLY LS 8,853.9300 8,853.93 0.105 929.66 0.690 6,109 005 CONSTRUCTION AREA SIGNS LS 3,180.1900 3,180.19 0.042 133.57 0.676 2,149 006 TRAFFIC CONTROL SYSTEM LS 23,769.8600 23,769.86 0.105 2,495.84 0.690 16,401 007 CHANNELIZER (SURFACE MOUNTED) EA 27.5200 6,880.00 236.000 6,494 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,504.1700 5,504.17 0.105 577.94 0.690 3,797 009 TEMPORARY RAILING (TYPE K) LF 21.3800 233,042.00 11,840.000 253,139 010 TEMPORARY CRASH CUSHION MODULE EA 173.2800 60,648.00 336.000 58,222 011 JOB SITE MANAGEMENT LS 41,176.1700 41,176.17 0.105 4,323.50 0.690 28,411 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,681.8300 1,681.83 0.042 70.64 0.776 1,305 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 1.000 500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 203.8600 2,038.60 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 016 TEMPORARY COVER SQYD 2.9900 16,744.00 0.000 0 017 TEMPORARY CHECK DAM LF 9.7900 5,286.60 -250.000 -2,447.50 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 295.0700 5,016.19 14.000 4,130 019 TEMPORARY FIBER ROLL LF 3.9300 23,580.00 -610.000 -2,397.30 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 8,122.9500 16,245.90 0.000 0 021 STREET SWEEPING LS 23,317.4500 23,317.45 0.105 2,448.33 0.690 16,089 022 TEMPORARY CONCRETE WASHOUT LS 9,370.2900 9,370.29 0.105 983.88 0.690 6,465 PROGRAM CAS145 PAGE 2 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 09:35 AM ESTIMATE NO. 008 BID OPENING 12/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (CY) CY 122.4100 3,427.48 -11.960 -1,464.02 0.000 0 024 ROADWAY EXCAVATION CY 83.9300 92,323.00 70.647 5,929.40 1,779.056 149,316 025 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 192.7500 25,057.50 140.560 27,092 DEPOSITED LEAD) 026 ROADWAY EXCAVATION (TYPE Z-2) CY 165.6900 125,924.40 687.961 113,988 (AERIALLY DEPOSITED LEAD) 027 STRUCTURE EXCAVATION CY 83.1500 53,465.45 671.620 55,845 (F) 028 STRUCTURE BACKFILL CY 73.8200 34,031.02 483.320 35,678 (F) 029 DITCH EXCAVATION CY 61.3800 255,340.80 1,007.500 61,840.35 5,479.900 336,356 030 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6600 47,322.00 0.000 0 031 HYDROMULCH SQFT 0.0700 8,260.00 0.000 0 032 FIBER ROLLS LF 3.3600 16,094.40 0.000 0 033 HYDROSEED SQFT 0.1000 11,800.00 0.000 0 034 COMPOST (CY) CY 51.7400 9,830.60 0.000 0 035 CLASS 3 AGGREGATE BASE (CY) CY 128.2300 70,526.50 18.367 2,355.20 605.367 77,626 036 LEAN CONCRETE BASE CY 524.6500 104,930.00 19.264 10,106.86 233.894 122,712 037 HOT MIX ASPHALT (TYPE A) TON 206.2000 94,852.00 69.620 14,355.64 360.400 74,314 038 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 420.2600 54,633.80 32.840 13,801.34 183.240 77,008 039 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.3500 16,168.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.3500 1,081.00 0.000 0 041 PLACE HOT MIX ASPHALT SQYD 84.0900 5,802.21 64.100 5,390.17 64.100 5,390 (MISCELLANEOUS AREA) 042 TACK COAT TON 953.0387 2,954.42 0.000 0 043 REMOVE ASPHALT CONCRETE DIKE LF 15.5600 3,267.60 29.090 452.64 199.180 3,099 044 RETAINING WALL STEM (TYPE 6) SQFT 127.7000 342,363.70 2,757.830 352,174 (F) 045 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,523.2396 34,573.17 5.300 34,573.17 5.300 34,573 (F) 046 24" ALTERNATIVE PIPE CULVERT LF 83.9100 24,333.90 0.000 0 047 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 46.6000 15,844.00 54.000 2,516.40 330.000 15,378 048 CLASS 4 PERMEABLE MATERIAL CY 112.9200 493,460.40 1,117.650 126,205.04 6,019.380 679,708 049 CLASS 5 PERMEABLE MATERIAL CY 121.3900 59,481.10 41.870 5,082.60 536.100 65,077 PROGRAM CAS145 PAGE 3 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 09:35 AM ESTIMATE NO. 008 BID OPENING 12/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GEOMEMBRANE LINER SQYD 19.6400 13,551.60 -310.910 -6,106.27 862.500 16,939 051 REMOVE CULVERT (LF) LF 95.4500 859.05 0.000 0 052 REMOVE HEADWALL EA 2,046.7400 2,046.74 0.000 0 053 MINOR CONCRETE (MISCELLANEOUS CY 761.6700 37,321.83 46.892 35,716.23 46.892 35,716 CONSTRUCTION) 054 MISCELLANEOUS IRON AND STEEL LB 4.8100 5,060.12 0.000 0 (F) 055 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,096.4500 5,096.45 0.105 535.13 0.690 3,516 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 09:35 AM ESTIMATE NO. 008 BID OPENING 12/13/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 344,720.80 2,858,632.34 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 365,202.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 344,720.80 3,223,834.44 056 MOBILIZATION LS 313,389.6800 313,389.68 1.000 313,389 ORIGINAL CONTRACT AMOUNT 3,133,896.83 TOTAL WORK COMPLETED 344,720.80 3,537,224.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 354,720.80 3,537,224.12 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 01/25/19 200 04/25/19 04/25/19 03/13/20 144 1 0 0 89% 72% PROGRESS IS SATISFACTORY R.SALMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/19