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 10/21/19 EST. NO. 006 TIME 04:29 PM 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 --------------------------------------------------------------------------- 004 0037 3,753.16 E.W. @ F.A.(+) 070919 N 0041.0 0038 4,358.16 071019 N 0042.0 0039 5,722.47 071119 N 0043.0 0040 5,019.96 071219 N 0044.0 0041 4,447.33 071519 N 0045.0 0042 2,519.46 071819 N 0046.0 0043 579.35 080819 N 0048.0 0044 2,642.98 081619 N 0049.0 0047 2,416.59 082619 N 0050.0 0048 1,962.74 082719 N 0051.0 0049 267.59 082819 N 0052.0 0050 915.91 092519 N 0053.0 0051 4,174.81 092619 N 0054.0 0052 5,008.15 061819 N 0028.2 0053 5,793.68 062819 N 0036.2 49,582.34 TOTAL THIS ESTIMATE 263,035.36 TOTAL PREVIOUS ESTIMATE 312,617.70 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 10/21/19 EST. NO. 006 TIME 04:29 PM 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 04:29 PM ESTIMATE NO. 006 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 10/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 10/21/19 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 0.585 1,012 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,244.3200 248,864.00 21.000 26,130.72 117.000 145,585 004 DEVELOP WATER SUPPLY LS 8,853.9300 8,853.93 0.105 929.66 0.585 5,179 005 CONSTRUCTION AREA SIGNS LS 3,180.1900 3,180.19 0.042 133.57 0.634 2,016 006 TRAFFIC CONTROL SYSTEM LS 23,769.8600 23,769.86 0.105 2,495.84 0.585 13,905 007 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 0.585 3,219 009 TEMPORARY RAILING (TYPE K) LF 21.3800 233,042.00 1,300.000 27,794.00 10,900.000 233,042 010 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 0.585 24,088 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,681.8300 1,681.83 0.042 70.64 0.734 1,234 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 60.000 235.80 610.000 2,397 020 TEMPORARY CONSTRUCTION ENTRANCE EA 8,122.9500 16,245.90 0.000 0 021 STREET SWEEPING LS 23,317.4500 23,317.45 0.585 13,640.71 0.585 13,640 022 TEMPORARY CONCRETE WASHOUT LS 9,370.2900 9,370.29 0.105 983.88 0.585 5,481 PROGRAM CAS145 PAGE 2 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 04:29 PM ESTIMATE NO. 006 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 10/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.610 197.08 11.960 1,464 024 ROADWAY EXCAVATION CY 83.9300 92,323.00 647.520 54,346.35 1,081.569 90,776 025 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 192.7500 25,057.50 72.250 13,926.19 130.000 25,057 DEPOSITED LEAD) 026 ROADWAY EXCAVATION (TYPE Z-2) CY 165.6900 125,924.40 35.680 5,911.82 687.961 113,988 (AERIALLY DEPOSITED LEAD) 027 STRUCTURE EXCAVATION CY 83.1500 53,465.45 37.290 3,100.66 643.000 53,465 (F) 028 STRUCTURE BACKFILL CY 73.8200 34,031.02 57.350 4,233.58 308.120 22,745 (F) 029 DITCH EXCAVATION CY 61.3800 255,340.80 354.100 21,734.66 4,160.000 255,340 030 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 70,526.50 148.790 19,079.34 486.950 62,441 036 LEAN CONCRETE BASE CY 524.6500 104,930.00 193.300 101,414.85 193.300 101,414 037 HOT MIX ASPHALT (TYPE A) TON 206.2000 94,852.00 252.300 52,024.26 252.300 52,024 038 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 420.2600 54,633.80 130.500 54,843.93 130.500 54,843 039 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 3,267.60 170.090 2,646.60 170.090 2,646 044 RETAINING WALL STEM (TYPE 6) SQFT 127.7000 342,363.70 418.160 53,399.03 2,681.000 342,363 (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 62.000 2,889.20 255.000 11,883 048 CLASS 4 PERMEABLE MATERIAL CY 112.9200 493,460.40 -681.000 -76,898.52 3,662.270 413,543 049 CLASS 5 PERMEABLE MATERIAL CY 121.3900 59,481.10 -11.230 -1,363.21 391.460 47,519 PROGRAM CAS145 PAGE 3 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 04:29 PM ESTIMATE NO. 006 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 10/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GEOMEMBRANE LINER SQYD 19.6400 13,551.60 690.000 13,551.60 690.000 13,551 051 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 0.105 535.13 0.585 2,981 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312604 TIME 04:29 PM ESTIMATE NO. 006 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 10/20/19 R.E. NAME: R.SALMAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 403,070.45 2,191,643.14 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 49,582.34 312,617.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 452,652.79 2,504,260.84 056 MOBILIZATION LS 313,389.6800 313,389.68 1.000 313,389 ORIGINAL CONTRACT AMOUNT 3,133,896.83 TOTAL WORK COMPLETED 452,652.79 2,817,650.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 452,652.79 2,807,650.52 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 03/13/20 122 1 0 0 81% 61% PROGRESS IS SATISFACTORY R.SALMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/19