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 06/17/20 EST. NO. 013 TIME 08:09 PM R.E. NAME: OSORIO, OSCAR 07-312504 --------------------------------------------------------------------------- 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 06/17/20 EST. NO. 013 TIME 08:09 PM R.E. NAME: OSORIO, OSCAR 07-312504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM 38-COMP STRENG -10,000.00 005 ITEM 38 COMP STRENGT 10,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312504 TIME 08:09 PM ESTIMATE NO. 013 BID OPENING 12/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: OSORIO, OSCAR DATE OF THIS ESTIMATE 06/17/20 LOCATION PROGRESS ESTIMATE 07-LA-5-81.8/87.8 ----------------- POWELL CONSTRUCTORS INC IN LA CNTY FR RTE 138 / FRAZIER MOU 8555 BANANA AVENUE NTAIN PARK ROAD FONTNA CA 92335 FED. AID NO. ACIM-005 -3(126)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 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.950 4,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,150.0000 253,000.00 10.000 11,500.00 216.000 248,400 004 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.950 19,000 005 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.900 5,400 006 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.050 11,500.00 0.950 218,500 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,950.00 193.000 6,755 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.050 1,000.00 0.950 19,000 009 TEMPORARY RAILING (TYPE K) LF 16.0000 130,880.00 8,330.000 133,280 010 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7,000.0000 14,000.00 2.000 14,000 011 TEMPORARY CRASH CUSHION MODULE EA 250.0000 55,000.00 266.000 66,500 012 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.050 1,000.00 0.950 19,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.250 500.00 0.750 1,500 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 8.000 4,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 13,000.00 2.000 1,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 017 TEMPORARY COVER SQYD 2.0000 2,120.00 0.000 0 018 TEMPORARY CHECK DAM LF 5.0000 750.00 78.000 390 019 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 4,000.00 2.000 500.00 14.000 3,500 020 TEMPORARY FIBER ROLL LF 3.5000 10,325.00 1,844.000 6,454 021 TEMPORARY SILT FENCE LF 5.0000 6,050.00 740.000 3,700 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 7,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312504 TIME 08:09 PM ESTIMATE NO. 013 BID OPENING 12/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: OSORIO, OSCAR DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 3,000.0000 3,000.00 0.050 150.00 0.950 2,850 024 TEMPORARY CONCRETE WASHOUT LS 12,500.0000 12,500.00 0.050 625.00 0.950 11,875 025 REMOVE CONCRETE (SQYD) SQYD 320.0000 3,520.00 3.470 1,110 026 ROADWAY EXCAVATION CY 60.0000 100,800.00 239.180 14,350.80 999.180 59,950 027 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 70.0000 5,880.00 79.200 5,544 DEPOSITED LEAD) 028 ROADWAY EXCAVATION (TYPE Z-2) CY 210.0000 134,400.00 636.390 133,641 (AERIALLY DEPOSITED LEAD) 029 STRUCTURE EXCAVATION CY 65.0000 104,585.00 1,609.000 104,585 (F) 030 STRUCTURE BACKFILL CY 150.0000 101,550.00 615.950 92,392 (F) 031 DITCH EXCAVATION CY 65.0000 287,950.00 5,680.240 369,215 032 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8200 123,820.00 134,010.000 109,888.20 134,010.000 109,888 033 HYDROMULCH SQFT 0.0400 6,040.00 134,010.000 5,360.40 134,010.000 5,360 034 FIBER ROLLS LF 3.2000 10,464.00 2,970.000 9,504.00 2,970.000 9,504 035 HYDROSEED SQFT 0.0900 13,590.00 131,010.000 11,790.90 131,010.000 11,790 036 COMPOST (CY) CY 42.0000 10,500.00 220.800 9,273.60 220.800 9,273 037 CLASS 3 AGGREGATE BASE (CY) CY 100.0000 61,000.00 72.040 7,204.00 553.970 55,397 038 LEAN CONCRETE BASE CY 525.0000 126,000.00 94.030 49,365.75 240.000 126,000 039 BASE BOND BREAKER SQYD 3.0000 1,740.00 357.000 1,071.00 580.000 1,740 040 HOT MIX ASPHALT (TYPE A) TON 400.0000 108,000.00 150.000 60,000.00 268.680 107,472 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 500.0000 75,000.00 141.130 70,565.00 141.130 70,565 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.2500 1,387.50 145.000 1,341.25 145.000 1,341 043 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.2500 5,920.00 640.000 5,920.00 640.000 5,920 044 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.2500 4,070.00 417.000 3,857.25 437.000 4,042 045 PLACE HOT MIX ASPHALT SQYD 380.0000 20,140.00 37.270 14,162.60 47.780 18,156 (MISCELLANEOUS AREA) 046 TACK COAT TON 1,500.0000 4,650.00 2.140 3,210.00 3.100 4,650 047 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 18,240.00 1,505.000 18,060 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 16.0000 4,480.00 194.450 3,111.20 194.450 3,111 049 JOINTED PLAIN CONCRETE PAVEMENT CY 650.0000 123,500.00 114.070 74,145.50 184.410 119,866 PROGRAM CAS145 PAGE 3 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312504 TIME 08:09 PM ESTIMATE NO. 013 BID OPENING 12/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: OSORIO, OSCAR DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RETAINING WALL STEM (TYPE 6) SQFT 155.0000 403,930.00 2,606.000 403,930 (F) 051 STRUCTURAL CONCRETE CY 1,200.0000 234,000.00 195.000 234,000 (F) 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 70,400.00 24.430 78,176 (F) 053 DRILL AND BOND DOWEL LF 40.0000 1,920.00 15.000 600.00 15.000 600 054 JOINT SEAL (TYPE AL) LF 10.0000 2,600.00 258.000 2,580 055 BAR REINFORCING STEEL LB 1.5000 71,550.00 47,700.000 71,550 (F) 056 18" ALTERNATIVE PIPE CULVERT LF 120.0000 86,400.00 691.000 82,920 057 CONCRETE BACKFILL (PIPE TRENCH) CY 230.0000 30,590.00 75.750 17,422 (F) 058 12" REINFORCED CONCRETE PIPE LF 110.0000 1,320.00 12.000 1,320 059 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 19,400.00 30.000 600.00 983.000 19,660 060 6" NON-PERFORATED PLASTIC PIPE LF 40.0000 2,640.00 60.000 2,400 UNDERDRAIN 061 CLASS 4 PERMEABLE MATERIAL CY 140.0000 519,400.00 233.620 32,706.80 3,766.710 527,339 062 CLASS 5 PERMEABLE MATERIAL CY 165.0000 140,250.00 139.220 22,971.30 840.750 138,723 063 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.0000 4,950.00 45.000 4,950 (.079" THICK) 064 GEOMEMBRANE LINER SQYD 30.0000 1,740.00 58.000 1,740 065 18" ALTERNATIVE FLARED END SECTION EA 200.0000 1,200.00 5.000 1,000 066 ABANDON CULVERT (LF) LF 65.0000 2,600.00 40.000 2,600 067 REMOVE OVERSIDE DRAIN EA 400.0000 800.00 2.000 800 068 REMOVE CULVERT (LF) LF 60.0000 3,420.00 18.000 1,080 069 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000 070 MODIFY INLET EA 1,000.0000 1,000.00 1.000 1,000 071 CLEANING, INSPECTING, AND PREPARING LF 75.0000 7,275.00 97.000 7,275 CULVERT (LF) 072 18" CURED-IN-PLACE PIPELINER LF 150.0000 14,550.00 97.000 14,550 073 CONCRETE (DITCH LINING) CY 1,100.0000 11,000.00 1.000 1,100 074 GABION CY 425.0000 12,750.00 17.200 7,310.00 29.200 12,410 (F) 075 ROCK SLOPE PROTECTION CY 160.0000 10,880.00 63.200 10,112 (60 LB, CLASS II, METHOD B) (CY) 076 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 16.0000 25,920.00 1,417.100 22,673 PROGRAM CAS145 PAGE 4 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312504 TIME 08:09 PM ESTIMATE NO. 013 BID OPENING 12/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: OSORIO, OSCAR DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (CURB) (CY) CY 1,100.0000 7,700.00 3.470 3,817 078 MINOR CONCRETE (MISCELLANEOUS CY 2,200.0000 5,060.00 0.120 264 CONSTRUCTION) 079 REMOVE CONCRETE (CURB AND GUTTER) LF 100.0000 500.00 6.000 600 080 MISCELLANEOUS IRON AND STEEL LB 2.0000 9,780.00 3,912.000 7,824 (F) 081 MISCELLANEOUS METAL LB 100.0000 11,500.00 115.000 11,500 (F) 082 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 9,000.00 294.000 8,820.00 294.000 8,820 083 REMOVE CHAIN LINK FENCE LF 10.0000 3,000.00 294.000 2,940.00 294.000 2,940 084 RELOCATE ROADSIDE SIGN-TWO POST EA 900.0000 900.00 0.000 0 085 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 39.0000 21,450.00 321.500 12,538.50 546.500 21,313 086 VEGETATION CONTROL (MINOR CONCRETE) SQYD 95.0000 33,250.00 0.000 0 087 CABLE RAILING LF 35.0000 7,035.00 201.000 7,035 (F) 088 END ANCHOR ASSEMBLY (TYPE SFT) EA 751.0000 1,502.00 1.000 751.00 2.000 1,502 089 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,825.0000 15,300.00 3.000 11,475.00 4.000 15,300 090 REMOVE GUARDRAIL LF 12.0000 2,040.00 165.000 1,980 PROGRAM CAS145 PAGE 5 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312504 TIME 08:09 PM ESTIMATE NO. 013 BID OPENING 12/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: OSORIO, OSCAR DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 581,609.05 3,986,740.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 27,911.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 581,609.05 4,014,652.44 091 MOBILIZATION LS 410,000.0000 410,000.00 1.000 410,000 ORIGINAL CONTRACT AMOUNT 4,524,303.50 TOTAL WORK COMPLETED 581,609.05 4,424,652.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 581,609.05 4,424,652.44 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 01/25/19 220 06/04/19 03/21/19 06/22/20 217 95 0 0 93% 99% PROGRESS IS SATISFACTORY OSORIO, OSCAR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/20