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 11/27/23 EST. NO. 019 TIME 07:41 PM R.E. NAME: BRAR, BALJINDER 05-1J4804 --------------------------------------------------------------------------- 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 0008 4,070.00 E.W. @ F.A.(+) 101323 N 0024.0 005 0007 67,140.77 E.W. @ L.S.(+) 112023 N 007 0 016 0001 -14,849.18 A.C. @ L.S.(-) 100123 N 0001 0 56,361.59 TOTAL THIS ESTIMATE 504,335.51 TOTAL PREVIOUS ESTIMATE 560,697.10 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 11/27/23 EST. NO. 019 TIME 07:41 PM R.E. NAME: BRAR, BALJINDER 05-1J4804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% MISS VAR REPORTS -12,642.48 002 25% MISSING VAR RPTS -10,623.75 004 25% MISS VAR RPTS 23,266.23 006 PERM SOURCE INSPECT -5,000.00 011 PROG WH SEC 9-1.16E -59,158.84 012 MISS RECORD -45,000.00 013 PROG WH SEC 9-1.16E 59,158.84 013 RECD MISS RECORDS 45,000.00 014 MISS VARIOUS DOCS -30,000.00 015 MISS CEM-2406 -10,000.00 018 15% PERF FAILURE -105,434.21 018 15% PERF FAIL/DOCS 135,434.21 019 15% PERF FAILURE -181,734.93 019 -46,300.72 -196,734.93 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 006 RECD PAYROLLS #06 2,000.00 010 MISS PAYROLLS -10,000.00 015 0.00 -10,000.00 TOTAL DEDUCTIONS -46,300.72 -206,734.93 PROGRAM CAS145 PAGE 1 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J4804 TIME 07:41 PM ESTIMATE NO. 019 BID OPENING 10/27/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 11/27/23 LOCATION PROGRESS ESTIMATE 05-SBT-25-54.0/ .0 ----------------- GRANITE ROCK COMPANY NEAR HOLLISTER, AT THE INTERSECTION 5225 HELLYER AVENUE; OF ROUTE 25 AND ROUTE 156 SAN JOSE CA 95138 FED. AID NO. SNHG-P025(33) CONSTRUCT ROUNDABOUT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 420,000.00 16.000 32,000.00 185.000 370,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 007 CONSTRUCTION AREA SIGNS LS 16,500.0000 16,500.00 0.020 330.00 0.860 14,190 008 TRAFFIC CONTROL SYSTEM LS 285,000.0000 285,000.00 0.080 22,800.00 0.880 250,800 009 TRAFFIC CONTROL SUPERVISOR DAY 1,500.0000 91,500.00 16.000 24,000.00 34.000 51,000 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,185.0000 71,100.00 16.000 18,960.00 59.000 69,915 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.6700 185,298.00 54,510.000 145,541 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 16.0000 40,960.00 2,064.000 33,024 013 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 5,100.00 185.000 11,100 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 160.0000 76,800.00 124.000 19,840.00 1,476.000 236,160 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 10.0000 17,100.00 1,419.000 14,190 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,400.0000 50,400.00 0.080 4,032.00 0.880 44,352 017 TEMPORARY AUTOMATED END OF QUEUE EA 750.0000 135,000.00 444.000 333,000 WARNING SYSTEM (TYPE 1) DAY 018 END OF QUEUE MONITORING AND EA 1,185.0000 71,100.00 16.000 18,960 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 019 TEMPORARY RAILING (TYPE K) LF 17.0000 155,720.00 10,090.000 171,530 020 TEMPORARY CRASH CUSHION MODULE EA 300.0000 36,000.00 140.000 42,000 021 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.080 2,000.00 0.880 22,000 PROGRAM CAS145 PAGE 2 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J4804 TIME 07:41 PM ESTIMATE NO. 019 BID OPENING 10/27/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 11/27/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 PREPARE STORM WATER POLLUTION PREVENTION LS 2,350.0000 2,350.00 0.030 70.50 0.852 2,002 PLAN 023 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 1.000 500.00 8.000 4,000 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,500.0000 3,000.00 0.000 0 025 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 026 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 1.000 500 (TEMPORARY EROSION CONTROL) 027 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 28,000.00 0.000 0 (BONDED FIBER MATRIX) 028 TEMPORARY CHECK DAM LF 4.1000 1,230.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 3,600.00 3.000 900 030 TEMPORARY FIBER ROLL LF 3.2000 48,000.00 6,825.000 21,840 031 TEMPORARY GRAVEL BAG BERM LF 8.6000 2,580.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 3.000 15,000 033 STREET SWEEPING LS 50,000.0000 50,000.00 0.080 4,000.00 0.880 44,000 034 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.500 1,500 035 TREATED WOOD WASTE LB 0.5000 1,345.00 607.000 303.50 2,686.000 1,343 036 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 037 ROADWAY EXCAVATION CY 29.0000 548,100.00 19,150.000 555,350 038 SUBGRADE ENHANCEMENT GEOGRID SQYD 2.6600 72,352.00 27,080.700 72,034 039 GEOSYNTHETIC REINFORCEMENT SQYD 28.0000 15,680.00 486.000 13,608 040 ROCK BLANKET SQFT 19.0000 879,700.00 6,500.000 123,500 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 0.000 0 042 HYDROSEED SQFT 0.0800 26,880.00 0.000 0 043 COMPOST (CY) CY 25.7500 65,920.00 2,172.000 55,929.00 2,172.000 55,929 044 INCORPORATE MATERIALS SQFT 0.0600 5,466.00 0.000 0 045 CLASS 1 AGGREGATE SUBBASE CY 50.0000 360,500.00 7,177.600 358,880 046 CLASS 2 AGGREGATE BASE (CY) CY 75.0000 375,000.00 4,986.050 373,953 047 HOT MIX ASPHALT (TYPE A) TON 115.0000 2,242,500.00 7,521.410 864,962.15 15,294.070 1,758,818 048 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 46.0000 6,440.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J4804 TIME 07:41 PM ESTIMATE NO. 019 BID OPENING 10/27/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 11/27/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 PLACE HOT MIX ASPHALT SQYD 80.0000 1,920.00 0.000 0 (MISCELLANEOUS AREA) 050 TACK COAT TON 1,000.0000 11,000.00 18.960 18,960.00 20.420 20,420 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 35,700.00 0.000 0 052 REMOVE BASE AND SURFACING CY 35.0000 131,250.00 3,750.000 131,250 053 JOINTED PLAIN CONCRETE PAVEMENT CY 544.0000 163,200.00 144.000 78,336 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 65,000.00 12.960 64,800 (F) 055 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 376,000.00 0.000 0 (F) 056 INSTALL SIGN STRUCTURE (TRUSS) LB 2.0000 150,400.00 37,600.000 75,200 (F) 057 18" REINFORCED CONCRETE PIPE LF 180.0000 79,200.00 411.400 74,052 058 24" REINFORCED CONCRETE PIPE LF 250.0000 75,000.00 300.000 75,000 059 12" CORRUGATED STEEL PIPE (.064" THICK) LF 240.0000 12,720.00 0.000 0 060 DRAINAGE INLET MARKER EA 40.0000 360.00 0.000 0 061 18" CONCRETE FLARED END SECTION EA 1,300.0000 5,200.00 3.000 3,900 062 24" CONCRETE FLARED END SECTION EA 1,600.0000 6,400.00 4.000 6,400 063 ROCK SLOPE PROTECTION CY 400.0000 21,200.00 53.000 21,200 (60 LB, CLASS II, METHOD B) (CY) 064 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 640.00 127.000 508.00 287.000 1,148 065 MINOR CONCRETE (CURB) (CY) CY 820.0000 270,600.00 165.000 135,300 066 MINOR CONCRETE CY 1,225.0000 8,575.00 0.000 0 (TRAVERSABLE LANE DIVIDER) (CY) 067 MISCELLANEOUS IRON AND STEEL LB 5.0000 10,305.00 2,061.000 10,305 (F) 068 REMOVE PAVEMENT MARKER EA 1.0000 540.00 785.000 785 069 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.5000 7,125.00 0.000 0 070 TREATMENT BEST MANAGEMENT EA 60.0000 960.00 0.000 0 PRACTICE MARKER 071 OBJECT MARKER (TYPE K-1) EA 40.0000 160.00 0.000 0 072 REMOVE ROADSIDE SIGN EA 100.0000 1,900.00 9.000 900.00 19.000 1,900 073 REMOVE ROADSIDE SIGN PANEL EA 50.0000 200.00 3.000 150.00 4.000 200 074 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 25,600.00 0.000 0 075 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 38.0000 5,700.00 149.600 5,684.80 149.600 5,684 PROGRAM CAS145 PAGE 4 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J4804 TIME 07:41 PM ESTIMATE NO. 019 BID OPENING 10/27/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 11/27/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.7500 2,812.50 87.300 1,636.88 87.300 1,636 (0.063"-UNFRAMED) 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 3,060.00 72.000 918.00 72.000 918 (0.080"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 6,960.00 146.200 4,239.80 146.200 4,239 (0.063"-FRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 4,500.00 171.200 4,280.00 171.200 4,280 (0.080"-FRAMED) 080 ROADSIDE SIGN - ONE POST EA 300.0000 7,200.00 14.000 4,200.00 14.000 4,200 081 ROADSIDE SIGN - TWO POST EA 500.0000 8,000.00 12.000 6,000.00 12.000 6,000 082 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 400.00 0.000 0 EXISTING POST 083 FURNISH AND INSTALL POST SLEEVE EA 500.0000 9,000.00 0.000 0 084 THERMOPLASTIC PAVEMENT MARKING SQFT 7.5000 19,875.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 737.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 22,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 087 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 6,216.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 088 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 3-3) 089 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 14,040.00 20,725.000 12,435 090 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.5000 5,175.00 1,100.000 8,250 091 LIGHTING SYSTEM LS 415,000.0000 415,000.00 0.100 41,500.00 0.900 373,500 092 TRAFFIC MONITORING STATION SYSTEM LS 45,000.0000 45,000.00 0.600 27,000 093 CAMERA SYSTEMS LS 33,000.0000 33,000.00 0.500 16,500.00 1.000 33,000 094 TEMPORARY SIGNAL SYSTEMS LS 476,000.0000 476,000.00 0.000 0 095 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 23,000.0000 23,000.00 1.000 23,000 PROGRAM CAS145 PAGE 5 DATE 11/27/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1J4804 TIME 07:41 PM ESTIMATE NO. 019 BID OPENING 10/27/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 11/27/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,155,204.63 6,490,461.84 ADJUSTMENT OF COMPENSATION -14,849.18 -26,541.06 EXTRA WORK 71,210.77 587,238.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,211,566.22 7,051,158.94 096 MOBILIZATION LS 855,000.0000 855,000.00 1.000 855,000 ORIGINAL CONTRACT AMOUNT 9,949,231.50 TOTAL WORK COMPLETED 1,211,566.22 7,906,158.94 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -46,300.72 -206,734.93 TOTAL 1,165,265.50 7,699,424.01 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 12/16/21 210 05/23/22 02/09/22 12/28/23 185 259 0 0 76% 88% PROGRESS IS SATISFACTORY BRAR, BALJINDER RESIDENT ENGINEER