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 12/09/22 EST. NO. 027 TIME 12:24 PM R.E. NAME: ALSHEIKH,JASON 11-244004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 039 0001 1,800,000.00 A.C. @ L.S.(+) 081122 N 001 0 1,800,000.00 TOTAL THIS ESTIMATE 183,857.19 TOTAL PREVIOUS ESTIMATE 1,983,857.19 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 12/09/22 EST. NO. 027 TIME 12:24 PM R.E. NAME: ALSHEIKH,JASON 11-244004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LETTER RE-257 188,263.58 006 LETTR RE-235 -242,018.11 006 LETTER RE-328 419,329.03 007 LETTER RE-261 -69,150.00 007 LETTER RE-280 -365,574.50 007 RE-404 5,700.34 012 RE-404 -5,700.34 021 RE-404 (EST 12) -5,700.34 021 LETTER 505 -10,000.00 023 LETTER 507 -6,317.54 023 O/S CEM 4401 -10,000.00 023 O/S 2402F/2403 -10,000.00 023 2017 ANNUAL CEM/4401 -10,000.00 023 2018 ANNUAL CEM/4401 -10,000.00 023 LETTER RE 505 10,000.00 024 O/SCEM 4401 10,000.00 024 2017 ANNUAL CEM/4401 10,000.00 024 2018 ANNUAL CEM/4401 10,000.00 024 0.00 -91,167.88 LABOR COMPLIANCE VIOLATION DEL FEB 17 CPR -4,000.00 002 RECD FEB 17 DEL 4,000.00 003 DEL MAR 17 CPR -5,000.00 003 PRTL MAR 17 DEL 4,000.00 004 DEL APR 17 CPR -10,000.00 004 DEL MAY 17 CPR -3,000.00 005 PRTL APR 17 DEL 2,000.00 005 RECD APR 17 DEL 8,000.00 006 RECD MAR 17 DEL 1,000.00 006 RECD MAY 17 DEL 3,000.00 006 DEL AUG 17 CPR -10,000.00 007 DEL SEP 17 CPR -10,000.00 007 DEL OCT 17 CPR -10,000.00 009 PRTL AUG 17 DEL 5,000.00 009 PRTL SEP 17 DEL 5,000.00 009 PRTL OCT 17 DEL 8,000.00 010 PRTL SEP 17 DEL 4,000.00 011 INQ JAN 18 CPR -3,000.00 012 DEL MAR 18 CPR -5,000.00 013 RECD MAR 18 DEL 5,000.00 014 PRTL AUG 17 DEL 1,000.00 020 PRTL JAN 18 INQ 1,000.00 020 RECD AUG 17 DEL 4,000.00 024 RECD JAN 18 INQ 2,000.00 024 RECD OCT 17 DEL 2,000.00 024 RECD SEP 17 DEL 1,000.00 024 0.00 0.00 TOTAL DEDUCTIONS 0.00 -91,167.88 PROGRAM CAS145 PAGE 1 DATE 12/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-244004 TIME 12:24 PM ESTIMATE NO. 027 BID OPENING 10/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/19 R.E. NAME: ALSHEIKH,JASON DATE OF THIS ESTIMATE 12/09/22 LOCATION FINAL ESTIMATE 11-SD-5-3.9/9.2 -------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY, IN SAN DIEGO, 9685 VIA EXCELENCIA STE 200 CHULA VISTA, AND NATIONAL CITY, AT SAN DIEGO CA 92126 VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF CORONADO AVENUE OVERCROSSING TO 0.6 MILE NORTH OF E FED. AID NO. ACNH-OI00-5(634)E INSTALL NORTHBOUND RAMP METERS AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 500,000.00 250.000 500,000 003 CONSTRUCTION AREA SIGNS LS 22,500.0000 22,500.00 1.000 22,500 004 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 6,500.00 7,572.000 7,572 006 TRAFFIC PLASTIC DRUM EA 100.0000 2,400.00 26.000 2,600 007 TEMPORARY PAVEMENT MARKER EA 10.0000 1,100.00 159.000 1,590 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 20,000.00 2.000 20,000 009 TEMPORARY RAILING (TYPE K) LF 35.0000 159,600.00 4,680.000 163,800 010 TEMPORARY CRASH CUSHION MODULE EA 300.0000 5,100.00 17.000 5,100 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7,000.0000 35,000.00 6.000 42,000 SYSTEM 012 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 016 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 68.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 12,000.00 12.000 12,000 019 TEMPORARY FIBER ROLL LF 5.0000 28,400.00 2,350.000 11,750 020 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 24,500.00 6.000 21,000 021 STREET SWEEPING LS 35,000.0000 35,000.00 1.000 35,000 022 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 PROGRAM CAS145 PAGE 2 DATE 12/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-244004 TIME 12:24 PM ESTIMATE NO. 027 BID OPENING 10/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/19 R.E. NAME: ALSHEIKH,JASON DATE OF THIS ESTIMATE 12/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROCK MULCH SWALE SQYD 65.0000 14,300.00 373.500 24,277 024 TREATED WOOD WASTE LB 0.3000 4,560.00 19,800.000 5,940 025 REMOVE GUARDRAIL LF 10.0000 10,200.00 125.000 1,250 026 REMOVE IRRIGATION FACILITY LS 5,000.0000 5,000.00 1.000 5,000 027 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 5,620.00 6,049.500 6,049 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,630.00 8,496.000 8,496 029 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 17.000 1,700 030 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 11,700.00 955.000 9,550 031 REMOVE OVERSIDE DRAIN EA 650.0000 650.00 1.000 650 032 REMOVE PIPE (LF) LF 85.0000 3,400.00 40.000 3,400 033 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 034 REMOVE BASE AND SURFACING CY 30.0000 7,800.00 243.130 7,293 035 RELOCATE ROADSIDE SIGN EA 224.0000 224.00 10.000 2,240 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 90,300.00 17,309.832 121,168 037 REMOVE CONCRETE (CY) CY 300.0000 5,700.00 35.400 10,620 038 REMOVE CONCRETE BLOCK STRUCTURE EA 8,000.0000 16,000.00 2.000 16,000 039 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 040 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 041 DUST PALLIATIVE LS 15,800.0000 15,800.00 1.000 15,800 042 ROADWAY EXCAVATION CY 80.0000 382,400.00 4,825.150 386,012 043 ROADWAY EXCAVATION (TYPE Z-2) CY 90.0000 483,300.00 4,490.880 404,179 (AERIALLY DEPOSITED LEAD) 044 STRUCTURE EXCAVATION (TYPE Z-2) CY 120.0000 511,200.00 5,600.560 672,067 (AERIALLY DEPOSITED LEAD) 045 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 125,600.00 3,140.000 125,600 (F) 046 PERVIOUS BACKFILL MATERIAL (RETAINING CY 120.0000 10,680.00 89.000 10,680 (F) WALL) 047 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000 048 ROCK BLANKET SQFT 28.0000 5,600.00 0.000 0 049 WEED GERMINATION SQYD 0.2000 18.40 82.720 16 PROGRAM CAS145 PAGE 3 DATE 12/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-244004 TIME 12:24 PM ESTIMATE NO. 027 BID OPENING 10/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/19 R.E. NAME: ALSHEIKH,JASON DATE OF THIS ESTIMATE 12/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PACKET FERTILIZER EA 0.1500 5.55 36.000 5 051 PLANT (GROUP U) EA 132.0000 1,584.00 12.000 1,584 052 SOD SQYD 11.0000 1,012.00 82.720 909 053 PLANT ESTABLISHMENT WORK LS 45,500.0000 45,500.00 1.000 45,500 054 WOOD MULCH CY 44.0000 44.00 1.000 44 055 CONTROL AND NEUTRAL CONDUCTORS LS 1,100.0000 1,100.00 1.000 1,100 056 1" REMOTE CONTROL VALVE EA 440.0000 1,760.00 4.000 1,760 057 SOLAR POWERED IRRIGATION CONTROLLER WITH EA 4,800.0000 9,600.00 2.000 9,600 ENCLOSURE 058 2" BACKFLOW PREVENTER ASSEMBLY EA 4,000.0000 8,000.00 1.000 4,000 059 TREE WELL SPRINKLER ASSEMBLY EA 31.0000 372.00 12.000 372 060 RISER SPRINKLER ASSEMBLY EA 18.0000 288.00 16.000 288 061 2" GATE VALVE EA 410.0000 1,640.00 4.000 1,640 062 3" GATE VALVE EA 950.0000 6,650.00 6.000 5,700 063 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 2,560.00 640.000 2,560 (F) LINE) 064 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.2000 1,716.00 330.000 1,716 (F) (SUPPLY LINE) 065 2 1/2" PLASTIC PIPE (CLASS 315) LF 6.2000 372.00 60.000 372 (F) (SUPPLY LINE) 066 3" PLASTIC PIPE (CLASS 315) LF 7.5000 13,425.00 1,790.000 13,425 (F) (SUPPLY LINE) 067 PRESSURE REGULATING VALVE EA 2,000.0000 4,000.00 1.000 2,000 068 8" CORRUGATED HIGH DENSITY LF 110.0000 18,700.00 147.000 16,170 POLYETHYLENE PIPE CONDUIT 069 IMPORTED TOPSOIL (CY) CY 62.0000 1,178.00 16.600 1,029 070 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.9000 2,691.00 2,988.000 2,689 071 COMPOST SOCK LF 8.0000 43,840.00 5,880.000 47,040 072 COMPOST SQFT 2.6000 12,116.00 3,765.500 9,790 073 INCORPORATE MATERIALS SQFT 3.1000 11,873.00 3,765.500 11,673 074 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 288,400.00 6,646.740 265,869 075 HOT MIX ASPHALT (TYPE A) TON 100.0000 320,000.00 2,462.680 246,268 076 MINOR HOT MIX ASPHALT TON 225.0000 21,375.00 95.500 21,487 PROGRAM CAS145 PAGE 4 DATE 12/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-244004 TIME 12:24 PM ESTIMATE NO. 027 BID OPENING 10/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/19 R.E. NAME: ALSHEIKH,JASON DATE OF THIS ESTIMATE 12/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 250.0000 312,500.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.5000 1,725.00 596.000 4,470 079 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 24,000.00 3,190.000 23,925 080 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5000 1,050.00 696.000 5,220 081 PLACE HOT MIX ASPHALT SQYD 400.0000 2,000.00 6.170 2,468 (MISCELLANEOUS AREA) 082 TACK COAT TON 1,650.0000 19,800.00 8.200 13,530 083 36" CAST-IN-DRILLED-HOLE CONCRETE LF 750.0000 24,000.00 32.000 24,000 PILE (SIGN FOUNDATION) 084 STRUCTURAL CONCRETE, RETAINING WALL CY 475.0000 693,500.00 1,460.000 693,500 (F) 085 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 2,750.0000 11,550.00 4.740 13,035 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 24,000.00 11.780 23,560 (F) 087 MINOR CONCRETE (BACKFILL) CY 500.0000 4,500.00 0.000 0 (F) 088 ARCHITECTURAL TREATMENT SQFT 20.0000 90,720.00 4,536.000 90,720 (F) 089 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 147,239.00 147,239.000 147,239 (F) 090 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.5000 62,985.00 9,690.000 62,985 (F) 091 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.8000 7,752.00 9,690.000 7,752 (F) 092 ROADSIDE SIGN - ONE POST EA 300.0000 8,400.00 37.000 11,100 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 2,750.00 29.000 3,190 METHOD) 094 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 400.0000 2,000.00 7.000 2,800 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 6,160.00 373.430 8,215 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 10,320.00 356.000 8,544 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 097 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 26.0000 18,720.00 729.430 18,965 098 18" ALTERNATIVE PIPE CULVERT LF 160.0000 44,800.00 158.000 25,280 099 24" ALTERNATIVE PIPE CULVERT LF 250.0000 18,500.00 74.000 18,500 100 24" REINFORCED CONCRETE PIPE LF 290.0000 19,720.00 40.000 11,600 101 DRAINAGE INLET MARKER EA 250.0000 500.00 2.000 500 102 24" CONCRETE FLARED END SECTION EA 1,500.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-244004 TIME 12:24 PM ESTIMATE NO. 027 BID OPENING 10/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/19 R.E. NAME: ALSHEIKH,JASON DATE OF THIS ESTIMATE 12/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 18" PRECAST CONCRETE PIPE RISER LF 1,000.0000 10,000.00 0.000 0 104 CONCRETE (DITCH LINING) CY 3,200.0000 1,600.00 0.930 2,976 105 MINOR CONCRETE (GUTTER) (LF) LF 30.0000 21,000.00 871.500 26,145 106 DETECTABLE WARNING SURFACE SQFT 30.0000 6,300.00 187.980 5,639 107 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.0000 25,220.00 1,969.840 25,607 CONCRETE) 108 MINOR CONCRETE (CURB, SIDEWALK AND CY 300.0000 18,600.00 51.810 15,543 CURB RAMP) 109 MISCELLANEOUS IRON AND STEEL LB 1.7000 5,446.80 2,812.000 4,780 (F) 110 GUARD RAILING DELINEATOR EA 25.0000 1,000.00 25.000 625 111 MIDWEST GUARDRAIL SYSTEM LF 25.0000 37,500.00 688.250 17,206 112 VEGETATION CONTROL (MINOR CONCRETE) SQYD 125.0000 47,500.00 514.310 64,288 113 CABLE RAILING LF 27.0000 18,792.00 696.000 18,792 (F) 114 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 21,000.00 3.000 10,500 115 END ANCHOR ASSEMBLY (TYPE SFT) EA 860.0000 4,300.00 4.000 3,440 116 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,125.0000 15,625.00 5.000 15,625 117 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 15,900.00 2.000 5,300 118 CONCRETE BARRIER (TYPE 60C) LF 153.0000 87,210.00 568.000 86,904 119 CONCRETE BARRIER (TYPE 60D) LF 60.0000 56,400.00 943.000 56,580 120 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 220.0000 33,000.00 144.500 31,790 121 CONCRETE BARRIER (TYPE 60 MODIFIED 2) LF 550.0000 12,650.00 0.000 0 122 CONCRETE BARRIER (TYPE 732A) LF 95.0000 53,200.00 560.000 53,200 (F) 123 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 6,876.00 2,600.500 9,361 (ENHANCED WET NIGHT VISIBILITY) 124 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 9,030.00 12,265.000 8,585 (ENHANCED WET NIGHT VISIBILITY) 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 360.00 100.000 300 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 126 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,490.00 3,118.000 3,118 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 540.00 297.000 445 (ENHANCED WET NIGHT VISIBILITY) 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 403.00 303.000 393 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) PROGRAM CAS145 PAGE 6 DATE 12/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-244004 TIME 12:24 PM ESTIMATE NO. 027 BID OPENING 10/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/19 R.E. NAME: ALSHEIKH,JASON DATE OF THIS ESTIMATE 12/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 8,148.00 5,776.000 6,931 (ENHANCED WET NIGHT VISIBILITY) 130 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 1,300.00 0.000 0 131 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 3,300.00 544.000 3,264 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000 SYSTEM ELEMENTS DURING CONSTRUCTION 133 SUBSURFACE LOCATOR LS 50,000.0000 50,000.00 1.000 50,000 134 LIGHTING AND SIGN ILLUMINATION LS 135,000.0000 135,000.00 1.000 135,000 135 RAMP METERING SYSTEM LS 975,000.0000 975,000.00 1.000 975,000 136 MODIFYING EXISTING ELECTRICAL SYSTEM LS 120,000.0000 120,000.00 1.000 120,000 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 80,500.00 17.860 62,510 (F) PROGRAM CAS145 PAGE 7 DATE 12/09/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-244004 TIME 12:24 PM ESTIMATE NO. 027 BID OPENING 10/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/04/19 R.E. NAME: ALSHEIKH,JASON DATE OF THIS ESTIMATE 12/09/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 6,719,447.09 ADJUSTMENT OF COMPENSATION 1,800,000.00 511,229.05 EXTRA WORK 0.00 1,472,628.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,800,000.00 8,703,304.28 139 MOBILIZATION LS 791,966.2500 791,966.25 1.000 791,966 ORIGINAL CONTRACT AMOUNT 7,925,000.00 TOTAL WORK COMPLETED 1,800,000.00 9,495,270.53 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -91,167.88 TOTAL 1,800,000.00 9,404,102.65 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/21/16 500 02/14/17 02/14/17 02/04/19 467 24 0 0 100% 100% ALSHEIKH,JASON RESIDENT ENGINEER