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 07/21/21 EST. NO. 010 TIME 05:31 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 --------------------------------------------------------------------------- 007 0001 5,799.99 E.W. @ F.A.(+) 061421 N 001 0 5,799.99 TOTAL THIS ESTIMATE 284,131.57 TOTAL PREVIOUS ESTIMATE 289,931.56 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 07/21/21 EST. NO. 010 TIME 05:31 PM R.E. NAME: HARTANTO HIN 09-367404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA CORES -3,581.25 009 0.00 -3,581.25 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 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -33,581.25 PROGRAM CAS145 PAGE 1 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 05:31 PM ESTIMATE NO. 010 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 07/20/21 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 07/21/21 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 0.500 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,189.0000 2,335,050.00 21.000 108,969.00 184.000 954,776 004 DEVELOP WATER SUPPLY LS 88,000.0000 88,000.00 0.050 4,400.00 0.420 36,960 005 CONSTRUCTION AREA SIGNS LS 110,000.0000 110,000.00 0.600 66,000 006 TRAFFIC CONTROL SYSTEM LS 430,000.0000 430,000.00 0.050 21,500.00 0.420 180,600 007 FLASHING ARROW SIGN EA 1,845.0000 25,830.00 8.000 14,760 008 TYPE III BARRICADE EA 144.0000 5,184.00 15.000 2,160 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 1,071.00 252.000 529 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 91,250.00 178,071.000 44,517 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 243.000 8,505 012 PLASTIC TRAFFIC DRUMS EA 80.0000 21,600.00 179.000 14,320 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 42,324.0000 42,324.00 0.050 2,116.20 0.420 17,776 SYSTEMS 014 PORTABLE FLASHING BEACONS LS 2,355.0000 2,355.00 0.050 117.75 0.420 989 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 66,000.0000 66,000.00 0.050 3,300.00 0.420 27,720 016 TEMPORARY RAILING (TYPE K) LF 13.5000 1,390,500.00 53,780.000 726,030 017 TEMPORARY CRASH CUSHION MODULE EA 205.0000 43,050.00 0.000 0 018 TEMPORARY ARMORGUARD GATE LS 150,000.0000 150,000.00 0.500 75,000 SYSTEM AND TRANSITIONS 019 JOB SITE MANAGEMENT LS 129,000.0000 129,000.00 0.050 6,450.00 0.420 54,180 020 PREPARE STORM WATER POLLUTION PREVENTION LS 13,250.0000 13,250.00 0.500 6,625 PLAN 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 022 TEMPORARY DRAINAGE INLET PROTECTION EA 295.0000 15,930.00 59.000 17,405 PROGRAM CAS145 PAGE 2 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 05:31 PM ESTIMATE NO. 010 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 07/20/21 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.410 68,880 026 TEMPORARY CONCRETE WASHOUT LS 39,250.0000 39,250.00 0.400 15,700 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.3000 14,190.00 44,200.000 13,260 (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.2800 8,316.00 7,100.000 1,988 029 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 775.0000 155,000.00 109.000 84,475 030 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 0.420 26,040 033 ROADWAY EXCAVATION CY 62.0000 22,320.00 195.780 12,138 034 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 0.000 0 036 IMPORTED BORROW (CY) CY 20.0000 948,000.00 9,142.000 182,840 037 CLASS 2 AGGREGATE BASE (CY) CY 34.0000 239,360.00 3,479.800 118,313 038 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 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 95.5000 8,757,350.00 46,965.640 4,485,218 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 124.0000 706,800.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.5000 5,885.00 0.000 0 043 TACK COAT TON 692.0000 51,208.00 26.390 18,261 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 149,430.00 60,391.010 102,664 045 CONTINUOUSLY REINFORCED CONCRETE CY 170.5000 18,584,500.00 49,359.150 8,415,735 PAVEMENT 046 INDIVIDUAL SLAB REPLACEMENT CY 332.0000 378,480.00 741.200 246,078 (CONCRETE PAVEMENT) 047 JOINT SEAL (PREFORMED COMPRESSION) LF 3.6000 867,600.00 0.000 0 048 REMOVE CONCRETE PAVEMENT AND BASE CY 27.5000 390,500.00 8,088.190 222,425 049 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 35,000.00 0.000 0 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 3 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 05:31 PM ESTIMATE NO. 010 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 07/20/21 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 051 RELOCATE SIGN STRUCTURE EA 19,480.0000 19,480.00 0.000 0 052 24" CORRUGATED STEEL PIPE (.064" THICK) LF 169.0000 12,506.00 7.300 1,233.70 81.300 13,739 053 36" CORRUGATED STEEL PIPE (.079" THICK) LF 444.0000 3,552.00 8.000 3,552.00 8.000 3,552 054 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 3,466.00 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 4,120.00 1.000 4,120 058 CONCRETE (CONCRETE APRON) CY 480.0000 2,112.00 0.000 0 059 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,664.00 888.000 2,664.00 888.000 2,664 (F) 060 REMOVE DELINEATOR EA 24.0000 4,560.00 226.000 5,424 061 DELINEATOR (CLASS 1) EA 46.0000 21,620.00 0.000 0 062 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 10,269.00 4.000 8 063 MILEPOST MARKER EA 110.0000 3,520.00 11.000 1,210 064 REMOVE ROADSIDE SIGN EA 51.0000 5,610.00 0.000 0 065 RESET ROADSIDE SIGN EA 454.0000 1,816.00 0.000 0 066 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 11,750.00 0.000 0 (1"-TYPE B)FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,000.00 0.000 0 (0.063"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 4,230.00 0.000 0 (0.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 759.00 0.000 0 (0.080"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 6,240.00 0.000 0 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,625.00 0.000 0 (0.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 12,420.00 0.000 0 (0.080" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.0000 7,440.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 05:31 PM ESTIMATE NO. 010 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 07/20/21 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 075 ROADSIDE SIGN - TWO POST EA 250.0000 4,250.00 0.000 0 076 SIGN POST SUPPORT SYSTEM EA 2,142.0000 25,704.00 0.000 0 077 INSTALL ROADSIDE SIGN EA 3,160.0000 28,440.00 0.000 0 (LAMINATED WOOD BOX POST) 078 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,320.0000 41,760.00 0.000 0 079 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0000 21,450.00 300.000 9,900 080 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 0.000 0 082 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 6.000 6,450 085 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 12,900.00 0.000 0 086 CONCRETE BARRIER (TYPE 60MS) LF 147.0000 19,110.00 0.000 0 087 CONCRETE BARRIER (TYPE 60MS) (MOD) LF 309.0000 12,360.00 0.000 0 088 REMOVE GUARDRAIL LF 9.0000 4,860.00 456.000 4,104 089 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 16,660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 120,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 13,545.00 0.000 0 (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 0.000 0 (CONCRETE PAVEMENT) 097 CONTRAST STRIPE PAINT (1-COAT) LF 0.1000 18,500.00 0.000 0 098 MODIFYING CAMERA SYSTEM LS 16,720.0000 16,720.00 0.000 0 099 MODIFYING TRAFFIC MONITORING STATIONS LS 80,580.0000 80,580.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-367404 TIME 05:31 PM ESTIMATE NO. 010 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 07/20/21 R.E. NAME: HARTANTO HIN DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 163,888.65 16,700,003.18 ADJUSTMENT OF COMPENSATION 0.00 252,956.57 EXTRA WORK 5,799.99 36,974.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 169,688.64 16,989,934.74 100 MOBILIZATION LS 3,540,000.0000 3,540,000.00 0.950 3,363,000 ORIGINAL CONTRACT AMOUNT 41,354,086.00 TOTAL WORK COMPLETED 169,688.64 20,352,934.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -33,581.25 TOTAL 159,688.64 20,319,353.49 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 08/10/21 184 11 0 0 48% 41% PROGRESS IS SATISFACTORY HARTANTO HIN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/21