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 05/18/22 EST. NO. 020 TIME 02:34 PM R.E. NAME: HARTANTO HIN 09-367404 --------------------------------------------------------------------------- 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 05/18/22 EST. NO. 020 TIME 02:34 PM R.E. NAME: HARTANTO HIN 09-367404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA CORES -3,581.25 009 HMA CORES -1,729.74 019 PERF. FAILURE DEDUCT -32,599.85 019 0.00 -37,910.84 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE VIO -10,000.00 004 LABOR COMPLIANCE VIO 10,000.00 005 LABOR COMPLIANCE VIO -10,000.00 008 LABOR COMPLIANCE VIO -10,000.00 009 LABOR COMPLIANCE VIO -10,000.00 010 LABOR COMPLIANCE VIO -10,000.00 011 LABOR COMPLIANCE VIO -10,000.00 013 LABOR COMPLIANCE VIO -10,000.00 014 LABOR COMPLIANCE VIO 10,000.00 018 LABOR COMPLIANCE VIO 30,000.00 019 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -57,910.84 PROGRAM CAS145 PAGE 1 DATE 05/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 02:34 PM ESTIMATE NO. 020 BID OPENING 06/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 05/18/22 LOCATION RERUN PROGRESS ESTIMATE 09-KER-14-R4.7/R12.6 ----------------------- GUY F. ATKINSON CONSTRUCTION, IN KERN COUNTY AT ROSAMOND AND AT LLC DBA GUY F. ATKINSON MOJAVE FROM 1.4 MILES SOUTH OF DAWN 18201 VON KARMAN AVENUE; ROAD OVERCROSSING TO 0.5 MILE NORTH IRVINE CA 92612 OF SILVER QUEEN ROAD OVERCROSSING FED. AID NO. ACNH-P014(81)E 2R ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,189.0000 2,335,050.00 22.000 114,158.00 386.000 2,002,954 004 DEVELOP WATER SUPPLY LS 88,000.0000 88,000.00 0.950 83,600 005 CONSTRUCTION AREA SIGNS LS 110,000.0000 110,000.00 0.950 104,500 006 TRAFFIC CONTROL SYSTEM LS 430,000.0000 430,000.00 0.950 408,500 007 FLASHING ARROW SIGN EA 1,845.0000 25,830.00 13.000 23,985 008 TYPE III BARRICADE EA 144.0000 5,184.00 36.000 5,184 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 1,071.00 504.000 1,058 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 91,250.00 365,291.000 91,322 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 483.000 16,905 012 PLASTIC TRAFFIC DRUMS EA 80.0000 21,600.00 285.000 22,800 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 42,324.0000 42,324.00 0.950 40,207 SYSTEMS 014 PORTABLE FLASHING BEACONS LS 2,355.0000 2,355.00 0.950 2,237 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 66,000.0000 66,000.00 0.950 62,700 016 TEMPORARY RAILING (TYPE K) LF 13.5000 1,390,500.00 101,560.000 1,371,060 017 TEMPORARY CRASH CUSHION MODULE EA 205.0000 43,050.00 0.000 0 018 TEMPORARY ARMORGUARD GATE LS 150,000.0000 150,000.00 1.000 150,000 SYSTEM AND TRANSITIONS 019 JOB SITE MANAGEMENT LS 129,000.0000 129,000.00 1.000 129,000 020 PREPARE STORM WATER POLLUTION PREVENTION LS 13,250.0000 13,250.00 1.000 13,250 PLAN 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 022 TEMPORARY DRAINAGE INLET PROTECTION EA 295.0000 15,930.00 54.000 15,930 PROGRAM CAS145 PAGE 2 DATE 05/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 02:34 PM ESTIMATE NO. 020 BID OPENING 06/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 05/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 7.0000 7,210.00 968.000 6,776 024 TEMPORARY CONSTRUCTION ENTRANCE EA 7,495.0000 67,455.00 0.000 0 025 STREET SWEEPING LS 168,000.0000 168,000.00 1.000 168,000 026 TEMPORARY CONCRETE WASHOUT LS 39,250.0000 39,250.00 1.000 39,250 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.3000 14,190.00 47,250.000 14,175 (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.2800 8,316.00 12,893.000 3,610 029 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 775.0000 155,000.00 216.000 167,400 030 NATURAL RESOURCE PROTECTION PLAN LS 3,109.0000 3,109.00 1.000 3,109 031 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 9,850.00 1,970.000 9,850 032 CLEARING AND GRUBBING (LS) LS 62,000.0000 62,000.00 1.000 62,000 033 ROADWAY EXCAVATION CY 62.0000 22,320.00 356.380 22,095 034 ROADWAY EXCAVATION (DETOUR) CY 12.0000 57,240.00 4,770.000 57,240 035 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 10.5000 35,910.00 3,420.000 35,910 036 IMPORTED BORROW (CY) CY 20.0000 948,000.00 47,344.250 946,885 037 CLASS 2 AGGREGATE BASE (CY) CY 34.0000 239,360.00 7,032.160 239,093 038 CLASS 3 AGGREGATE BASE (CY) CY 36.0000 193,680.00 5,719.110 205,887 039 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3,460.0000 15,916.00 2.250 7,785 040 HOT MIX ASPHALT (TYPE A) TON 95.5000 8,757,350.00 83,262.220 7,951,542 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 124.0000 706,800.00 6,138.410 761,162 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.5000 5,885.00 1,070.000 5,885 043 TACK COAT TON 692.0000 51,208.00 111.100 76,881 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 149,430.00 94,819.470 161,193 045 CONTINUOUSLY REINFORCED CONCRETE CY 170.5000 18,584,500.00 113,666.230 19,380,092 PAVEMENT 046 INDIVIDUAL SLAB REPLACEMENT CY 332.0000 378,480.00 1,084.330 359,997 (CONCRETE PAVEMENT) 047 JOINT SEAL (PREFORMED COMPRESSION) LF 3.6000 867,600.00 98,788.000 355,636 048 REMOVE CONCRETE PAVEMENT AND BASE CY 27.5000 390,500.00 14,768.770 406,141 049 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 35,000.00 25.000 35,000 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 3 DATE 05/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 02:34 PM ESTIMATE NO. 020 BID OPENING 06/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 05/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,655.0000 9,599.00 5.800 9,599 (F) 051 RELOCATE SIGN STRUCTURE EA 19,480.0000 19,480.00 1.000 19,480 052 24" CORRUGATED STEEL PIPE (.064" THICK) LF 169.0000 12,506.00 73.300 12,387 053 36" CORRUGATED STEEL PIPE (.079" THICK) LF 444.0000 3,552.00 7.300 3,241 054 24" STEEL FLARED END SECTION EA 935.0000 1,870.00 2.000 1,870 055 REMOVE INLET EA 1,733.0000 3,466.00 2.000 3,466 056 REMOVE FLARED END SECTION (EA) EA 1,733.0000 3,466.00 2.000 3,466 057 MODIFY INLET EA 4,120.0000 4,120.00 1.000 4,120 058 CONCRETE (CONCRETE APRON) CY 480.0000 2,112.00 4.400 2,112 059 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,664.00 888.000 2,664 (F) 060 REMOVE DELINEATOR EA 24.0000 4,560.00 459.000 11,016 061 DELINEATOR (CLASS 1) EA 46.0000 21,620.00 442.000 20,332 062 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 10,269.00 1,985.000 4,168 063 MILEPOST MARKER EA 110.0000 3,520.00 32.000 3,520 064 REMOVE ROADSIDE SIGN EA 51.0000 5,610.00 108.000 5,508 065 RESET ROADSIDE SIGN EA 454.0000 1,816.00 4.000 1,816 066 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 11,750.00 468.000 11,700 (1"-TYPE B)FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,000.00 297.000 2,970 (0.063"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 4,230.00 460.410 4,143 (0.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 759.00 68.700 755 (0.080"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 6,240.00 514.000 6,168 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,625.00 124.000 1,550 (0.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 12,420.00 914.360 12,343 (0.080" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.0000 7,440.00 2,474.770 7,424 PROGRAM CAS145 PAGE 4 DATE 05/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 02:34 PM ESTIMATE NO. 020 BID OPENING 06/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 05/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 ROADSIDE SIGN - ONE POST EA 153.0000 14,535.00 87.000 13,311 075 ROADSIDE SIGN - TWO POST EA 250.0000 4,250.00 17.000 4,250 076 SIGN POST SUPPORT SYSTEM EA 2,142.0000 25,704.00 12.000 25,704 077 INSTALL ROADSIDE SIGN EA 3,160.0000 28,440.00 9.000 28,440 (LAMINATED WOOD BOX POST) 078 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,320.0000 41,760.00 18.000 41,760 079 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0000 21,450.00 712.500 23,512 080 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 40.0000 24,000.00 600.000 24,000 (STEEL POST) 081 TRANSITION RAILING (TYPE WB-31) EA 5,020.0000 10,040.00 2.000 10,040 082 MAX TENSION MEDIAN TERMINAL SYSTEM EA 7,684.0000 46,104.00 6.000 46,104 083 RAIL TENSIONING ASSEMBLY EA 666.0000 3,996.00 6.000 3,996 084 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,075.0000 7,525.00 7.000 7,525 085 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 12,900.00 3.000 12,900 086 CONCRETE BARRIER (TYPE 60MS) LF 147.0000 19,110.00 130.000 19,110 087 CONCRETE BARRIER (TYPE 60MS) (MOD) LF 309.0000 12,360.00 40.000 12,360 088 REMOVE GUARDRAIL LF 9.0000 4,860.00 537.500 4,837 089 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2000 4,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 302.00 1,215.000 243 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 16,660.00 46,323.000 9,264 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 120,000.00 99,608.000 59,764 (ENHANCED WET NIGHT VISIBILITY) 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 13,545.00 4,285.000 4,499 (ENHANCED WET NIGHT VISIBILITY) 094 REMOVE PAINTED TRAFFIC STRIPE LF 0.1500 15,450.00 94,630.000 14,194 095 REMOVE PAINTED PAVEMENT MARKING SQFT 1.6000 1,648.00 0.000 0 096 12" RUMBLE STRIP STA 84.0000 129,360.00 1,188.200 99,808 (CONCRETE PAVEMENT) 097 CONTRAST STRIPE PAINT (1-COAT) LF 0.1000 18,500.00 144,928.000 14,492 098 MODIFYING CAMERA SYSTEM LS 16,720.0000 16,720.00 1.000 16,720 099 MODIFYING TRAFFIC MONITORING STATIONS LS 80,580.0000 80,580.00 1.000 80,580 PROGRAM CAS145 PAGE 5 DATE 05/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 02:34 PM ESTIMATE NO. 020 BID OPENING 06/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 05/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 114,158.00 36,768,282.82 ADJUSTMENT OF COMPENSATION 0.00 771,823.60 EXTRA WORK 0.00 225,474.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 114,158.00 37,765,580.93 100 MOBILIZATION LS 3,540,000.0000 3,540,000.00 1.000 3,540,000 ORIGINAL CONTRACT AMOUNT 41,354,086.00 TOTAL WORK COMPLETED 114,158.00 41,305,580.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -57,910.84 TOTAL 114,158.00 41,247,670.09 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 08/07/20 450 10/05/20 10/05/20 08/24/22 382 23 0 0 95% 85% PROGRESS IS SATISFACTORY HARTANTO HIN RESIDENT ENGINEER