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 09/23/19 EST. NO. 005 TIME 11:22 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 --------------------------------------------------------------------------- 007 0002 1,350.00 E.W. @ U.P (+) 081619 N 0047.1 1,350.00 TOTAL THIS ESTIMATE 261,685.36 TOTAL PREVIOUS ESTIMATE 263,035.36 TOTAL TO DATE 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 09/23/19 EST. NO. 005 TIME 11:22 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 11:22 AM ESTIMATE NO. 005 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 09/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 09/23/19 LOCATION RERUN 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 0.095 164.34 0.480 830 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,244.3200 248,864.00 19.000 23,642.08 96.000 119,454 004 DEVELOP WATER SUPPLY LS 8,853.9300 8,853.93 0.095 841.12 0.480 4,249 005 CONSTRUCTION AREA SIGNS LS 3,180.1900 3,180.19 0.038 120.85 0.592 1,882 006 TRAFFIC CONTROL SYSTEM LS 23,769.8600 23,769.86 0.095 2,258.14 0.480 11,409 007 CHANNELIZER (SURFACE MOUNTED) EA 27.5200 6,880.00 71.000 1,953.92 236.000 6,494 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,504.1700 5,504.17 0.095 522.90 0.480 2,642 009 TEMPORARY RAILING (TYPE K) LF 21.3800 233,042.00 9,600.000 205,248 010 TEMPORARY CRASH CUSHION MODULE EA 173.2800 60,648.00 42.000 7,277.76 336.000 58,222 011 JOB SITE MANAGEMENT LS 41,176.1700 41,176.17 0.095 3,911.74 0.480 19,764 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,681.8300 1,681.83 0.038 63.91 0.692 1,163 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 2,447 018 TEMPORARY DRAINAGE INLET PROTECTION EA 295.0700 5,016.19 14.000 4,130 019 TEMPORARY FIBER ROLL LF 3.9300 23,580.00 550.000 2,161 020 TEMPORARY CONSTRUCTION ENTRANCE EA 8,122.9500 16,245.90 0.000 0 021 STREET SWEEPING LS 23,317.4500 23,317.45 0.000 0 022 TEMPORARY CONCRETE WASHOUT LS 9,370.2900 9,370.29 0.095 890.18 0.480 4,497 PROGRAM CAS145 PAGE 2 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 11:22 AM ESTIMATE NO. 005 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 09/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.350 1,266.94 10.350 1,266 024 ROADWAY EXCAVATION CY 83.9300 92,323.00 434.049 36,429 025 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 192.7500 25,057.50 57.750 11,131 DEPOSITED LEAD) 026 ROADWAY EXCAVATION (TYPE Z-2) CY 165.6900 125,924.40 134.680 22,315.13 652.281 108,076 (AERIALLY DEPOSITED LEAD) 027 STRUCTURE EXCAVATION CY 83.1500 53,465.45 153.250 12,742.74 605.710 50,364 (F) 028 STRUCTURE BACKFILL CY 73.8200 34,031.02 87.210 6,437.84 250.770 18,511 (F) 029 DITCH EXCAVATION CY 61.3800 255,340.80 3,805.900 233,606 030 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 70,526.50 338.160 43,362.26 338.160 43,362 036 LEAN CONCRETE BASE CY 524.6500 104,930.00 0.000 0 037 HOT MIX ASPHALT (TYPE A) TON 206.2000 94,852.00 0.000 0 038 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 420.2600 54,633.80 0.000 0 039 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 0.000 0 (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 0.000 0 044 RETAINING WALL STEM (TYPE 6) SQFT 127.7000 342,363.70 459.240 58,644.95 2,262.840 288,964 (F) 045 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,523.2396 34,573.17 0.000 0 (F) 046 24" ALTERNATIVE PIPE CULVERT LF 83.9100 24,333.90 0.000 0 047 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 46.6000 15,844.00 103.000 4,799.80 193.000 8,993 048 CLASS 4 PERMEABLE MATERIAL CY 112.9200 493,460.40 2,425.690 273,908.91 4,343.270 490,442 049 CLASS 5 PERMEABLE MATERIAL CY 121.3900 59,481.10 155.950 18,930.77 402.690 48,882 PROGRAM CAS145 PAGE 3 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 11:22 AM ESTIMATE NO. 005 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 09/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 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 0.000 0 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 0.095 484.16 0.480 2,446 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 11:22 AM ESTIMATE NO. 005 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 09/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 484,540.44 1,788,572.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,350.00 263,035.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 485,890.44 2,051,608.06 056 MOBILIZATION LS 313,389.6800 313,389.68 1.000 313,389 ORIGINAL CONTRACT AMOUNT 3,133,896.83 TOTAL WORK COMPLETED 485,890.44 2,364,997.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 475,890.44 2,354,997.74 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 03/13/20 103 1 0 0 68% 52% PROGRESS IS SATISFACTORY R.SALMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/19