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 05/23/22 EST. NO. 014 TIME 09:38 AM R.E. NAME: HAILU, MESFIN 07-260804 --------------------------------------------------------------------------- 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 05/23/22 EST. NO. 014 TIME 09:38 AM R.E. NAME: HAILU, MESFIN 07-260804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260804 TIME 09:38 AM ESTIMATE NO. 014 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HAILU, MESFIN DATE OF THIS ESTIMATE 05/23/22 LOCATION PROGRESS ESTIMATE 07-LA-10-16.6/30.1 ----------------- POWELL CONSTRUCTORS INC IN LOS ANGELES COUNTY ON ROUTE 10 8555 BANANA AVENUE; BETWEEN EAST OF SOUTH CENTRAL AVE FONTANA CA 92335 UNDERCROSSING AND WEST OF COGSWELL RD UNDERCROSSING AND ON ROUTE 405 BETWEEN EAST OF CHERRY AVE FED. AID NO. ACNH-X037(222)E STORM WATER MITIGATION (TRASH TMDL) ------------------------------------------------------------------------------------------------------------------------------------ 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 7,000.0000 7,000.00 0.750 5,250.00 1.000 7,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,400.0000 420,000.00 22.000 30,800.00 273.000 382,200 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.070 700.00 0.913 9,130 007 CONSTRUCTION AREA SIGNS LS 174,400.0000 174,400.00 0.500 87,200 008 TRAFFIC CONTROL SYSTEM LS 320,000.0000 320,000.00 0.843 269,760 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 FLASHING ARROW SIGN EA 200.0000 1,200.00 4.000 800 011 TYPE III BARRICADE EA 120.0000 3,480.00 4.000 480 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 9,100.00 278.000 9,730 013 PORTABLE DELINEATOR EA 30.0000 10,800.00 82.000 2,460.00 360.000 10,800 014 FLASHING BEACON (PORTABLE) EA 1,300.0000 71,500.00 10.000 13,000 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 20.0000 9,400.00 16.000 320.00 470.000 9,400 SYSTEM DAY 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 50.0000 2,750.00 28.000 1,400 017 TEMPORARY RAILING (TYPE K) LF 20.0000 322,000.00 16,100.000 322,000 018 TEMPORARY CRASH CUSHION MODULE EA 250.0000 95,000.00 380.000 95,000 019 TEMPORARY ALTERNATIVE CRASH EA 2,500.0000 12,500.00 5.000 12,500 CUSHION 020 TEMPORARY TRAFFIC SCREEN LF 1.0000 15,900.00 0.000 0 021 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.843 42,150 022 PREPARE WATER POLLUTION CONTROL PROGRAM LS 700.0000 700.00 1.000 700 PROGRAM CAS145 PAGE 2 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260804 TIME 09:38 AM ESTIMATE NO. 014 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HAILU, MESFIN DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 5,962.50 0.000 0 024 TEMPORARY CHECK DAM LF 3.0000 9,510.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 13,500.00 9.000 2,250.00 54.000 13,500 026 TEMPORARY FIBER ROLL LF 2.5000 21,925.00 800.000 2,000.00 6,697.000 16,742 027 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 40,000.00 12.000 12,000.00 40.000 40,000 028 STREET SWEEPING LS 10,000.0000 10,000.00 0.843 8,430 029 TEMPORARY CONCRETE WASHOUT LS 16,000.0000 16,000.00 0.130 2,080.00 0.913 14,608 030 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 4,794.00 915.000 1,555 (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.3000 3,360.00 12,969.000 3,890 033 DUST PALLIATIVE LS 1,000.0000 1,000.00 0.843 843 034 ROADWAY EXCAVATION CY 100.0000 96,000.00 84.500 8,450.00 960.000 96,000 035 ROADWAY EXCAVATION (TYPE Z-2) CY 250.0000 537,500.00 306.770 76,692.50 2,109.900 527,475 (AERIALLY DEPOSITED LEAD) 036 ROADWAY EXCAVATION (TYPE COM) CY 160.0000 256,000.00 41.400 6,624.00 1,411.950 225,912 (AERIALLY DEPOSITED LEAD) 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 4,160.00 104.000 4,160 (F) 038 STRUCTURE EXCAVATION (TYPE Z-2) CY 350.0000 2,800.00 8.000 2,800 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE BACKFILL (RETAINING WALL) CY 200.0000 6,600.00 33.000 6,600 (F) 040 PERVIOUS BACKFILL MATERIAL (RETAINING CY 200.0000 40.00 0.200 40 (F) WALL) 041 DITCH EXCAVATION CY 170.0000 654,500.00 110.650 18,810.50 3,799.000 645,830 042 IMPORTED BORROW (CY) CY 1.0000 470.00 470.000 470.00 470.000 470 043 ROADSIDE CLEARING LS 95,000.0000 95,000.00 0.160 15,200.00 1.000 95,000 044 SLOW-RELEASE FERTILIZER LB 3.0000 375.00 0.000 0 045 PLANT (GROUP H) EA 1.8000 14,580.00 0.000 0 046 PLANT (GROUP A) EA 10.0000 94,200.00 0.000 0 047 PLANT (GROUP B) EA 35.0000 1,295.00 0.000 0 048 PLANT (GROUP U) EA 75.0000 1,425.00 0.000 0 049 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260804 TIME 09:38 AM ESTIMATE NO. 014 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HAILU, MESFIN DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 70.0000 124,600.00 0.000 0 051 TREE PROTECTION LS 1,100.0000 1,100.00 1.000 1,100 052 CHECK AND TEST EXISTING IRRIGATION LS 40,000.0000 40,000.00 1.000 40,000 FACILITIES 053 CONTROL AND NEUTRAL CONDUCTORS LS 30,000.0000 30,000.00 0.700 21,000.00 0.700 21,000 054 1" REMOTE CONTROL VALVE EA 400.0000 8,400.00 13.000 5,200.00 13.000 5,200 055 1 1/2" REMOTE CONTROL VALVE EA 450.0000 11,250.00 11.500 5,175.00 11.500 5,175 056 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 55.0000 1,210.00 5.000 275.00 5.000 275 057 RISER SPRINKLER ASSEMBLY EA 43.0000 9,460.00 51.000 2,193.00 51.000 2,193 058 POP-UP SPRINKLER ASSEMBLY EA 57.0000 26,790.00 216.000 12,312.00 216.000 12,312 059 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.5000 10,517.50 2,940.000 7,350.00 2,940.000 7,350 (F) LINE) 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 19,475.00 2,720.000 13,600.00 2,720.000 13,600 (F) LINE) 061 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 20,100.00 1,410.000 14,100.00 1,410.000 14,100 (F) (SUPPLY LINE) 062 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 20,460.00 1,200.000 14,400.00 1,200.000 14,400 (F) (SUPPLY LINE) 063 2" PLASTIC PIPE (SCHEDULE 40) LF 16.0000 21,920.00 960.000 15,360.00 960.000 15,360 (F) (SUPPLY LINE) 064 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 40.0000 1,800.00 45.000 1,800.00 45.000 1,800 (F) (SUPPLY LINE) 065 BALL VALVE EA 290.0000 6,670.00 1.000 290.00 1.000 290 (F) 066 PVC PIPE CONDUIT (SLEEVE) LF 35.0000 700.00 20.000 700 (F) 067 CLASS 2 AGGREGATE BASE (CY) CY 200.0000 7,800.00 39.000 7,800 068 CLASS 3 AGGREGATE BASE (CY) CY 125.0000 113,750.00 820.000 102,500 069 LEAN CONCRETE BASE CY 580.0000 12,760.00 22.000 12,760 070 TACK COAT (SEAL) TON 1,000.0000 100.00 0.000 0 071 HOT MIX ASPHALT (TYPE A) TON 75.0000 12,750.00 90.600 6,795.00 154.000 11,550 072 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 17.0000 19,380.00 727.000 12,359.00 727.000 12,359 073 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 17.0000 2,210.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.0000 1,071.00 63.000 1,071.00 63.000 1,071 075 PLACE HOT MIX ASPHALT SQYD 200.0000 76,000.00 78.700 15,740.00 374.700 74,940 (MISCELLANEOUS AREA) 076 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.2500 300.00 240.000 300 PROGRAM CAS145 PAGE 4 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260804 TIME 09:38 AM ESTIMATE NO. 014 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HAILU, MESFIN DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 62,880.00 1,482.000 17,784.00 4,755.000 57,060 078 JOINTED PLAIN CONCRETE PAVEMENT CY 450.0000 288,000.00 136.000 61,200.00 565.000 254,250 079 DRILL AND BOND (DOWEL BAR) EA 1.0000 1,240.00 1,111.000 1,111 080 DRILL AND BOND (TIE BAR) EA 25.0000 2,400.00 96.000 2,400 081 JOINT SEAL (PREFORMED COMPRESSION) LF 9.0000 15,930.00 248.000 2,232.00 248.000 2,232 082 ISOLATION JOINT SEAL (PREFORMED LF 20.0000 5,200.00 0.000 0 COMPRESSION) 083 STRUCTURAL CONCRETE, RETAINING WALL CY 1,500.0000 39,000.00 1.500 2,250.00 26.000 39,000 (F) 084 STRUCTURAL CONCRETE, HEADWALL CY 1,700.0000 28,900.00 17.000 28,900 (F) 085 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,300.0000 495,000.00 30.100 99,330.00 149.400 493,020 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) CY 1,150.0000 109,825.00 2.930 3,369.50 93.800 107,870 (F) 087 BAR REINFORCING STEEL LB 2.7500 5,326.75 1,937.000 5,326 (F) 088 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 5,223.00 1,741.000 5,223 (F) 089 15" ALTERNATIVE PIPE CULVERT LF 200.0000 3,600.00 18.000 3,600 090 18" ALTERNATIVE PIPE CULVERT LF 140.0000 329,000.00 41.100 5,754.00 2,350.000 329,000 091 24" ALTERNATIVE PIPE CULVERT LF 140.0000 103,600.00 400.000 56,000.00 740.000 103,600 092 DPP INFILTRATION AREA (ROCK INFILL) CY 140.0000 135,800.00 970.000 135,800 093 GROSS SOLIDS REMOVAL DEVICE LR-4 EA 120,000.0000 120,000.00 0.050 6,000.00 1.000 120,000 094 GROSS SOLIDS REMOVAL DEVICE IS-C EA 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000 095 AUSTIN VAULT SAND FILTER 5000 WQV EA 350,000.0000 350,000.00 0.900 315,000 096 18" CORRUGATED STEEL PIPE RISER LF 1,500.0000 12,000.00 -1.000 -1,500.00 7.000 10,500 (.109" THICK) 097 15" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200 098 18" ALTERNATIVE FLARED END SECTION EA 250.0000 1,000.00 1.000 250.00 4.000 1,000 099 24" ALTERNATIVE FLARED END SECTION EA 300.0000 1,500.00 2.000 600.00 5.000 1,500 100 36" PRECAST CONCRETE PIPE MANHOLE LF 200.0000 1,400.00 4.700 940.00 7.000 1,400 101 ABANDON CULVERT (LF) LF 30.0000 30,300.00 216.800 6,504.00 986.000 29,580 102 REMOVE CULVERT (LF) LF 40.0000 3,400.00 85.000 3,400 103 REMOVE INLET EA 2,000.0000 22,000.00 10.000 20,000 PROGRAM CAS145 PAGE 5 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260804 TIME 09:38 AM ESTIMATE NO. 014 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HAILU, MESFIN DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ADJUST INLET EA 3,000.0000 6,000.00 2.000 6,000.00 2.000 6,000 105 REMOVE CONCRETE (CHANNEL) CY 250.0000 27,500.00 35.200 8,800.00 110.000 27,500 106 CAP INLET EA 1,800.0000 32,400.00 3.000 5,400.00 18.000 32,400 107 SAND BACKFILL CY 100.0000 8,200.00 12.400 1,240.00 80.400 8,040 108 CONCRETE (CHANNEL LINING) CY 1,700.0000 476,000.00 16.450 27,965.00 262.500 446,250 109 ROCK SLOPE PROTECTION CY 290.0000 4,930.00 0.200 58.00 17.200 4,988 (150 LB, CLASS III, METHOD B) (CY) 110 ROCK SLOPE PROTECTION CY 320.0000 121,600.00 51.000 16,320.00 380.000 121,600 (60 LB, CLASS II, METHOD B) (CY) 111 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 19,170.00 -14.800 -44.40 6,318.900 18,956 112 MINOR CONCRETE (CURB AND GUTTER) CY 1,150.0000 35,650.00 7.640 8,786.00 31.000 35,650 113 MINOR CONCRETE (SIDEWALK) CY 500.0000 19,500.00 21.000 10,500 114 REMOVE CONCRETE CURB (LF) LF 12.0000 5,040.00 420.000 5,040 115 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 8,500.00 180.580 4,514 116 REMOVE CONCRETE (CURB AND GUTTER) LF 26.0000 9,880.00 380.000 9,880 117 MISCELLANEOUS IRON AND STEEL LB 1.2000 30,279.60 3,371.000 4,045.20 24,907.000 29,888 (F) 118 CHAIN LINK FENCE (TYPE CL-6) LF 50.0000 4,000.00 80.000 4,000.00 80.000 4,000 119 12' CHAIN LINK GATE (TYPE CL-6) EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 120 REMOVE CHAIN LINK FENCE LF 10.0000 760.00 76.000 760.00 76.000 760 121 REMOVE GATE EA 500.0000 500.00 1.000 500.00 1.000 500 122 REMOVE PAVEMENT MARKER EA 1.5000 360.00 52.000 78 123 GUARD RAILING DELINEATOR EA 25.0000 1,950.00 0.000 0 124 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 3,100.00 47.000 470 125 TREATMENT BEST MANAGEMENT EA 210.0000 19,320.00 50.000 10,500.00 50.000 10,500 PRACTICE MARKER 126 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.2500 28,532.50 385.000 10,876 127 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 30.5000 27,450.00 370.000 11,285.00 900.000 27,450 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 67,600.00 0.000 0 129 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 11,100.00 1.000 3,700.00 1.000 3,700 130 END CAP (TYPE TC) EA 300.0000 900.00 2.000 600 PROGRAM CAS145 PAGE 6 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260804 TIME 09:38 AM ESTIMATE NO. 014 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HAILU, MESFIN DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 3,400.00 3.000 2,550 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 4,200.00 0.000 0 133 CONCRETE BARRIER (TYPE 60M) LF 1,080.0000 21,600.00 20.000 21,600 134 CONCRETE BARRIER TRANSITION LF 480.0000 2,400.00 5.000 2,400 (F) 135 REMOVE GUARDRAIL LF 6.0000 7,020.00 1,170.000 7,020 136 REMOVE CONCRETE BARRIER LF 350.0000 1,750.00 5.000 1,750 137 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,760.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 138 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 95.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 139 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 813.00 2,461.000 738 140 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 870.00 0.000 0 141 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 2,587.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 142 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 980.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 143 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 23.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 144 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 905.00 1,626.000 406 145 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 3,360.00 68.000 272 146 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 147 MODIFYING LIGHTING SYSTEMS LS 552,000.0000 552,000.00 0.960 529,920 148 MODIFYING RAMP METERING SYSTEMS LS 450,275.0000 450,275.00 0.960 432,264 PROGRAM CAS145 PAGE 7 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-260804 TIME 09:38 AM ESTIMATE NO. 014 BID OPENING 01/12/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HAILU, MESFIN DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 710,655.30 7,354,777.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 225,118.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 710,655.30 7,579,895.56 149 MOBILIZATION LS 900,000.0000 900,000.00 1.000 900,000 ORIGINAL CONTRACT AMOUNT 9,355,785.35 TOTAL WORK COMPLETED 710,655.30 8,479,895.56 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 710,655.30 8,479,895.56 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 02/11/21 550 04/07/21 04/07/21 07/15/23 273 10 0 0 86% 50% PROGRESS IS SATISFACTORY HAILU, MESFIN RESIDENT ENGINEER