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 11/22/21 EST. NO. 009 TIME 01:40 PM R.E. NAME: ABDALLA, OSAMA 08-1C8504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0013 80,850.53 E.W. @ F.A.(+) 053121 N 0116.0 0014 2,876.50 060221 N 0126.0 0015 1,501.50 050521 N 0127.0 0016 7,623.86 053121 N 0116.1 003 0003 1,100.00 E.W. @ F.A.(+) 070121 N 0129.0 0004 1,100.00 100121 N 0130.0 0005 1,100.00 060121 N 0131.0 007 0002 5,247.00 E.W. @ F.A.(+) 052721 N 0081.0 008 0047 24,161.52 E.W. @ F.A.(+) 060421 N 0059.0 0049 23,164.11 070621 N 0091.0 0058 21,340.00 060121 N 0124.0 0059 2,667.50 051421 N 0125.0 0061 112,750.00 052721 N 139 0 285,482.52 TOTAL THIS ESTIMATE 885,602.12 TOTAL PREVIOUS ESTIMATE 1,171,084.64 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 11/22/21 EST. NO. 009 TIME 01:40 PM R.E. NAME: ABDALLA, OSAMA 08-1C8504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PROJECT SCHEDULE UPD -262,864.25 006 0.00 -262,864.25 TOTAL DEDUCTIONS 0.00 -262,864.25 PROGRAM CAS145 PAGE 1 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 01:40 PM ESTIMATE NO. 009 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 11/22/21 LOCATION PROGRESS ESTIMATE 08-RIV-74-0.0/5.8 ----------------- GRANITE CONSTRUCTION COMPANY NR LAKE ELSINORE, FROM ORANGE 38000 MONROE STREET; COUNTY LINE TO MONTE VISTA STREET INDIO CA 92203 FED. AID NO. HSST-S074(71)E WIDEN EXISTING LANES TO PROVIDE 12' ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 963.0000 963.00 1.000 963 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,000.0000 4,000,000.00 17.000 136,000.00 181.000 1,448,000 004 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.030 1,500.00 0.380 19,000 005 CONSTRUCTION AREA SIGNS LS 27,950.0000 27,950.00 0.020 559.00 0.490 13,695 006 TRAFFIC CONTROL SYSTEM LS 1,023,000.0000 1,023,000.00 0.030 30,690.00 0.380 388,740 007 TYPE III BARRICADE EA 200.0000 2,800.00 8.000 1,600 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 150.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 54,000.00 16,532.000 4,959 010 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 5,400.00 15.000 540 011 TEMPORARY PAVEMENT MARKER EA 2.5000 12,925.00 346.000 865 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.180 4,500.00 0.430 10,750 013 TEMPORARY RAILING (TYPE K) LF 15.0000 804,000.00 120.000 1,800.00 1,320.000 19,800 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,400.0000 95,200.00 3.000 10,200 015 JOB SITE MANAGEMENT LS 4,999.9400 4,999.94 0.030 150.00 0.250 1,249 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 0.500 875 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 1.000 500.00 4.000 2,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 185.0000 4,440.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 3.4500 17,250.00 1,076.000 3,712.20 1,076.000 3,712 021 MOVE-IN/MOVE-OUT EA 250.0000 2,500.00 1.000 250.00 2.000 500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 14,400.00 32,670.000 9,801.00 32,670.000 9,801 PROGRAM CAS145 PAGE 2 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 01:40 PM ESTIMATE NO. 009 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.1500 5,400.00 9,680.000 1,452.00 38,720.000 5,808 024 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 20,000.00 3.000 1,200.00 17.000 6,800 025 TEMPORARY FIBER ROLL LF 2.1000 84,000.00 6,231.000 13,085.10 16,831.000 35,345 026 TEMPORARY GRAVEL BAG BERM LF 8.0000 40,000.00 2,545.000 20,360.00 4,331.000 34,648 027 TEMPORARY REINFORCED SILT FENCE LF 2.0000 57,800.00 720.000 1,440.00 21,799.000 43,598 028 TEMPORARY CONSTRUCTION ENTRANCE EA 12,000.0000 120,000.00 1.000 12,000 029 STREET SWEEPING LS 245,000.0000 245,000.00 0.030 7,350.00 0.370 90,650 030 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.000 0 031 TREATED WOOD WASTE LB 0.2600 12,402.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 189,740.0000 189,740.00 0.100 18,974.00 0.400 75,896 033 NATURAL RESOURCE PROTECTION PLAN LS 9,300.0000 9,300.00 1.000 9,300 034 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 32,940.00 1,015.000 4,567.50 7,085.000 31,882 035 CLEARING AND GRUBBING (LS) LS 2,380,000.0000 2,380,000.00 1.000 2,380,000 036 ROADWAY EXCAVATION CY 24.0000 2,688,000.00 2,840.000 68,160.00 68,780.000 1,650,720 037 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 038 SHOULDER BACKING TON 35.0000 83,650.00 140.000 4,900 039 STRUCTURE EXCAVATION (EARTH ANCHOR WALL) CY 200.0000 707,600.00 305.000 61,000 (F) 040 STRUCTURE BACKFILL (EARTH ANCHOR WALL) CY 200.0000 355,800.00 0.000 0 (F) 041 DITCH EXCAVATION CY 20.0000 39,800.00 0.000 0 042 GEOSYNTHETIC REINFORCEMENT SQYD 6.0000 35,940.00 0.000 0 043 SOIL AMENDMENT CY 100.0000 1,700.00 0.000 0 044 PACKET FERTILIZER EA 1.0000 1,800.00 0.000 0 045 BIODEGRADABLE RESERVOIR PLANTING EA 50.0000 45,000.00 0.000 0 SYSTEM 046 PLANT (GROUP A) EA 15.0000 13,500.00 0.000 0 047 PLANT ESTABLISHMENT WORK LS 52,500.0000 52,500.00 0.000 0 048 FOLIAGE PROTECTOR EA 23.0000 20,700.00 0.000 0 049 8" PLASTIC PIPE (SCHEDULE 40) LF 145.0000 27,550.00 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 01:40 PM ESTIMATE NO. 009 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0 051 DUFF (ACRE) ACRE 2,000.0000 82,000.00 0.000 0 052 HYDROSEED SQFT 0.0900 72,990.00 0.000 0 053 INCORPORATE MATERIALS SQFT 0.0800 64,880.00 0.000 0 054 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 522,000.00 1,540.000 69,300 055 REPLACE ASPHALT CONCRETE SURFACING CY 130.0000 533,000.00 1,200.000 156,000 056 PRIME COAT TON 500.0000 80,000.00 0.000 0 057 HOT MIX ASPHALT (TYPE A) TON 80.0000 3,840,000.00 300.000 24,000.00 5,736.000 458,880 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 1,968,000.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.3100 1,249.90 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.3100 3,103.20 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.3100 7,973.50 0.000 0 062 PLACE HOT MIX ASPHALT SQYD 75.0000 14,250.00 0.000 0 (MISCELLANEOUS AREA) 063 TACK COAT TON 500.0000 115,000.00 9.780 4,890 064 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 30.0000 31,800.00 0.000 0 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2500 169,425.00 15,112.000 34,002 066 EARTH ANCHOR (SUBHORIZONTAL) EA 2,678.0000 2,206,672.00 64.000 171,392.00 64.000 171,392 067 MICROPILE (NPS 5 XX-STRONG STEEL PIPE) EA 3,475.0000 1,310,075.00 3.000 10,425.00 102.000 354,450 068 12' X 6' PRECAST REINFORCED CONCRETE LF 1,965.0000 106,110.00 0.000 0 BOX CULVERT 069 STRUCTURAL CONCRETE, HEADWALL CY 1,760.0000 204,160.00 0.000 0 (F) 070 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,875.0000 368,125.00 4.770 18,483.75 73.750 285,781 (F) 071 MINOR CONCRETE CY 1,800.0000 32,400.00 0.800 1,440.00 10.800 19,440 (F) 072 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 102,750.00 0.000 0 (F) 073 BAR REINFORCING STEEL LB 2.0000 18,718.00 0.000 0 (F) 074 BAR REINFORCING STEEL (EARTH ANCHOR LB 0.9400 464,193.62 0.000 0 (F) WALL) 075 SCULPTED SHOTCRETE SQFT 23.9100 255,000.15 0.000 0 076 STRUCTURAL SHOTCRETE CY 451.3600 1,202,423.04 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 01:40 PM ESTIMATE NO. 009 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 METAL POST SIGN (WALL MOUNTED SIGN) EA 100.0000 700.00 0.000 0 078 18" ALTERNATIVE PIPE CULVERT LF 125.0000 432,500.00 395.770 49,471.25 1,194.100 149,262 079 24" ALTERNATIVE PIPE CULVERT LF 185.0000 342,250.00 146.200 27,047.00 1,420.300 262,755 080 30" ALTERNATIVE PIPE CULVERT LF 205.0000 28,700.00 0.000 0 081 36" ALTERNATIVE PIPE CULVERT LF 222.0000 37,740.00 71.600 15,895.20 71.600 15,895 082 54" ALTERNATIVE PIPE CULVERT LF 308.0000 22,176.00 72.000 22,176 083 CONCRETE BACKFILL (PIPE TRENCH) CY 69.0000 897.00 4.360 300.84 4.360 300 (F) 084 12" CORRUGATED STEEL PIPE (.064" THICK) LF 119.0000 9,163.00 31.500 3,748.50 31.500 3,748 085 18" CORRUGATED STEEL PIPE (.064" THICK) LF 105.0000 25,200.00 99.200 10,416.00 127.500 13,387 086 24" CORRUGATED STEEL PIPE (.138" THICK) LF 220.0000 143,000.00 118.200 26,004.00 229.100 50,402 087 60" CORRUGATED STEEL PIPE (.138" THICK) LF 443.0000 34,111.00 0.000 0 088 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 9.0000 24,210.00 0.000 0 089 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 135.0000 62,100.00 0.000 0 (F) 090 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 61.0000 45,750.00 0.000 0 (F) 091 36" CORRUGATED STEEL PIPE INLET LF 640.0000 121,600.00 44.500 28,480.00 125.100 80,064 (.168" THICK) 092 12" CORRUGATED STEEL PIPE RISER LF 750.0000 18,750.00 3.100 2,325.00 3.100 2,325 (.064" THICK) 093 GRATED LINE DRAIN LF 245.0000 75,950.00 0.000 0 094 12" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 1.000 900.00 1.000 900 095 18" ALTERNATIVE FLARED END SECTION EA 1,900.0000 26,600.00 6.000 11,400.00 8.000 15,200 096 24" ALTERNATIVE FLARED END SECTION EA 2,100.0000 52,500.00 3.000 6,300.00 13.000 27,300 097 30" ALTERNATIVE FLARED END SECTION EA 2,500.0000 5,000.00 0.000 0 098 36" ALTERNATIVE FLARED END SECTION EA 2,900.0000 8,700.00 2.000 5,800.00 2.000 5,800 099 ABANDON CULVERT (LF) LF 12.0000 12,360.00 642.700 7,712 100 REMOVE CULVERT (LF) LF 37.0000 37,000.00 399.400 14,777.80 761.100 28,160 101 REMOVE INLET EA 1,000.0000 17,000.00 2.000 2,000.00 11.000 11,000 102 REMOVE HEADWALL EA 1,300.0000 6,500.00 4.000 5,200 103 SAND BACKFILL CY 280.0000 19,320.00 39.920 11,177 PROGRAM CAS145 PAGE 5 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 01:40 PM ESTIMATE NO. 009 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK BOLTS (GROUTED) LF 145.0000 31,900.00 0.000 0 105 CABLE NET DRAPERY SQFT 8.4500 729,235.00 21,816.000 184,345.20 41,816.000 353,345 106 CONCRETE (DITCH LINING) CY 800.0000 520,000.00 0.000 0 107 GABION CY 105.0000 298,935.00 0.000 0 (F) 108 ROCK SLOPE PROTECTION CY 150.0000 14,250.00 0.000 0 (2T, CLASS IX, METHOD A) 109 ROCK SLOPE PROTECTION CY 85.0000 18,700.00 42.900 3,646.50 42.900 3,646 (300 LB, CLASS IV, METHOD B) (CY) 110 ROCK SLOPE PROTECTION CY 75.0000 11,250.00 79.600 5,970.00 79.600 5,970 (150 LB, CLASS III, METHOD B) (CY) 111 ROCK SLOPE PROTECTION CY 90.0000 35,100.00 24.600 2,214.00 24.600 2,214 (1T, CLASS VIII, METHOD B) 112 ROCK SLOPE PROTECTION CY 90.0000 2,520.00 6.000 540.00 6.000 540 (20 LB, CLASS I, METHOD B) (CY) 113 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 51,800.00 364.900 12,771.50 364.900 12,771 114 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 40.0000 4,400.00 0.000 0 115 MISCELLANEOUS IRON AND STEEL LB 2.7500 92,917.00 7,766.000 21,356.50 13,128.000 36,102 (F) 116 PREPARE AND STAIN CONCRETE SQFT 1.3500 164,050.65 0.000 0 117 PREPARE AND STAIN SHOTCRETE SQFT 1.5000 63,678.00 -52.000 -78.00 0.000 0 118 STAIN GALVANIZED SURFACE (SQFT) SQFT 0.4700 40,561.00 0.000 0 119 REMOVE PAVEMENT MARKER EA 0.5000 1,390.00 52.000 26.00 52.000 26 120 DELINEATOR (CLASS 1) EA 55.0000 26,400.00 0.000 0 121 GUARD RAILING DELINEATOR EA 19.0000 4,180.00 0.000 0 122 PAVEMENT MARKER EA 6.0000 16,020.00 0.000 0 (RETROREFLECTIVE-RECESSED) 123 MILEPOST MARKER EA 125.0000 1,875.00 0.000 0 124 MARKER (CULVERT) EA 130.0000 7,670.00 0.000 0 125 OBJECT MARKER EA 125.0000 6,250.00 0.000 0 126 CONCRETE BARRIER MARKER EA 10.0000 3,400.00 0.000 0 127 REMOVE MARKER EA 40.0000 2,960.00 0.000 0 128 REMOVE ROADSIDE SIGN EA 155.0000 11,160.00 0.000 0 129 RESET OBJECT MARKER EA 125.0000 4,250.00 0.000 0 130 RESET ROADSIDE SIGN EA 425.0000 4,675.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 01:40 PM ESTIMATE NO. 009 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9500 4,944.50 0.000 0 (0.063"-UNFRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.9500 4,590.00 0.000 0 (0.080"-UNFRAMED) 133 ROADSIDE SIGN - ONE POST EA 425.0000 24,225.00 0.000 0 134 MIDWEST GUARDRAIL SYSTEM LF 26.2500 192,150.00 0.000 0 135 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.0000 461,520.00 0.000 0 136 CRASH CUSHION (TYPE SCI-100GM) EA 34,200.0000 239,400.00 0.000 0 137 CABLE RAILING LF 59.0000 12,213.00 0.000 0 (F) 138 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 127,100.00 0.000 0 139 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 0.000 0 140 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,550.0000 99,400.00 0.000 0 141 CONCRETE BARRIER (TYPE 842B) LF 180.0000 1,322,460.00 0.000 0 (F) 142 SALVAGE GUARDRAIL LF 7.7500 21,002.50 60.000 465 143 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 120.0000 885,120.00 0.000 0 (F) 144 THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 76,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 145 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 146 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 19,350.00 325.000 48 147 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 192.00 0.000 0 148 12" RUMBLE STRIP STA 18.0000 16,740.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 ROCK EXCAVATION CY 24.0000 338,400.00 14,200.000 340,800.00 14,200.000 340,800 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 INVASIVE SPECIES CONTROL LS 55,200.0000 55,200.00 0.340 18,768 PROGRAM CAS145 PAGE 7 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 01:40 PM ESTIMATE NO. 009 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,328,248.84 9,424,398.83 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 285,482.52 1,171,084.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,613,731.36 10,595,483.47 153 MOBILIZATION LS 3,800,000.0000 3,800,000.00 0.950 3,610,000 ORIGINAL CONTRACT AMOUNT 38,754,359.00 TOTAL WORK COMPLETED 1,613,731.36 14,205,483.47 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -262,864.25 TOTAL 1,613,731.36 13,942,619.22 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 12/24/20 860 02/22/21 02/22/21 04/17/23 181 10 26 0 35% 20% PROGRESS IS SATISFACTORY ABDALLA, OSAMA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/21