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 04/14/21 EST. NO. 016 TIME 02:16 PM R.E. NAME: BRAR, BALJINDER 05-1F4304 --------------------------------------------------------------------------- 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 0002 28,489.73 A.C. @ L.S.(+) 032921 N 2 0 28,489.73 TOTAL THIS ESTIMATE -27,769.93 TOTAL PREVIOUS ESTIMATE 719.80 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 04/14/21 EST. NO. 016 TIME 02:16 PM R.E. NAME: BRAR, BALJINDER 05-1F4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA WITHHOLDINGS -74,957.34 005 HMA DEDUCTIONS -10,396.12 006 RHMA 10/10 & 10/1119 -6,083.75 007 RELEASE 71219#320819 3,862.00 008 VMA OUT MX#938 11.15 -17,618.15 008 MISS CEM-2402F -10,000.00 013 POLE INSPECT DEDUCT -1,000.00 013 REL HMA DEDUCT 105,193.36 013 RECD CEM-2402F 10,000.00 015 0.00 -1,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 006 MISS PAYROLLS -5,000.00 007 RECD PAYROLLS #6 5,000.00 007 REC'D PAYROLL EST.07 5,000.00 008 MISS PAYROLLS -5,000.00 010 MISS PAYROLLS -10,000.00 013 RECD PAYROLLS 15,000.00 015 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 04/14/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F4304 TIME 02:16 PM ESTIMATE NO. 016 BID OPENING 10/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/20 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 04/14/21 LOCATION FINAL ESTIMATE 05-SBT-25-R49.7/R52.4 -------------- GRANITE ROCK COMPANY IN SAN BENITO COUNTY IN HOLLISTER 5225 HELLYER AVE STE 220 FROM SUNNYSLOPE/TRES PINOS RD TO SAN JOSE CA 95138 SAN FELIPE RD FED. AID NO. HSNH-P025(32)E ROADWAY SAFETY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,400.0000 3,400.00 1.000 3,400 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,512.0000 1,512.00 0.080 120.96 1.000 1,512 003 CONSTRUCTION AREA SIGNS LS 19,500.0000 19,500.00 1.000 19,500 004 TRAFFIC CONTROL SYSTEM LS 185,240.0000 185,240.00 1.000 185,240 005 TYPE III BARRICADE EA 50.0000 3,250.00 62.000 3,100 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.4000 84,384.00 28,983.000 69,559 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 11,300.00 1,167.000 11,670 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 11,900.00 560.000 19,600 009 PLASTIC TRAFFIC DRUMS EA 50.0000 7,000.00 137.000 6,850 010 TEMPORARY PAVEMENT MARKER EA 5.0000 4,200.00 709.000 3,545 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 7,500.0000 7,500.00 1.000 7,500 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 013 TEMPORARY RAILING (TYPE K) LF 15.0000 90,300.00 6,000.000 90,000 014 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 28.000 5,600 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,500.0000 4,500.00 1.000 4,500 SYSTEM 016 JOB SITE MANAGEMENT LS 8,500.0000 8,500.00 1.000 8,500 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 10,500.00 5.000 2,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 1,800.00 2.000 600 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 600.0000 1,200.00 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.7800 15,132.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/14/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F4304 TIME 02:16 PM ESTIMATE NO. 016 BID OPENING 10/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/20 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 04/14/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 255.0000 8,925.00 35.000 8,925 024 TEMPORARY FIBER ROLL LF 3.5800 23,341.60 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 15,200.00 4.000 15,200 026 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 027 TEMPORARY CONCRETE WASHOUT LS 1,900.0000 1,900.00 1.000 1,900 028 TREATED WOOD WASTE LB 0.5000 780.00 1,560.000 780 029 ADJUST PULL BOX EA 500.0000 4,000.00 8.000 4,000 030 CLEARING AND GRUBBING (LS) LS 71,700.0000 71,700.00 1.000 71,700 031 ROADWAY EXCAVATION CY 22.0000 413,600.00 18,394.000 404,668 032 STRUCTURE BACKFILL (SLURRY CEMENT) CY 175.5599 5,214.13 14.700 2,580 (F) 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 1,200.00 3.000 1,800 034 HYDROSEED SQFT 0.0700 27,580.00 380,072.000 26,605 035 COMPOST (CY) CY 34.0000 57,800.00 1,496.000 50,864 036 INCORPORATE MATERIALS SQFT 0.0700 4,445.00 63,500.000 4,445 037 CLASS 2 AGGREGATE BASE (CY) CY 48.0000 873,600.00 17,491.970 839,614 038 CRACK TREATMENT LNMI 44,000.0000 8,800.00 0.000 0 039 PREPAVING INERTIAL PROFILER LS 1,500.0000 1,500.00 1.000 1,500 040 REPLACE ASPHALT CONCRETE SURFACING CY 900.0000 45,000.00 58.180 52,362 041 HOT MIX ASPHALT (TYPE A) TON 103.0000 767,350.00 7,173.210 738,840 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.0000 390,600.00 2,774.250 430,008 043 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 20.0000 10,800.00 540.000 10,800 (PAVING GEOCOMPOSITE GRID) 044 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 142.0000 2,130.00 15.000 2,130 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 142.0000 1,420.00 10.000 1,420 046 TACK COAT TON 1,800.0000 16,200.00 15.075 27,135 047 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 110.0000 14,300.00 223.500 24,585 048 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 17,100.00 8,547.000 17,094 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 67,900.00 9,699.800 67,898 PROGRAM CAS145 PAGE 3 DATE 04/14/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F4304 TIME 02:16 PM ESTIMATE NO. 016 BID OPENING 10/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/20 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 04/14/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 42,400.00 10.520 42,080 (F) 051 18" REINFORCED CONCRETE PIPE LF 300.0000 24,000.00 75.000 22,500 052 DRAINAGE INLET MARKER EA 40.0000 640.00 11.000 440 053 36" PRECAST CONCRETE PIPE INLET LF 500.0000 10,500.00 20.200 10,100 054 REMOVE CULVERT (LF) LF 85.0000 4,420.00 67.800 5,763 055 REMOVE INLET EA 1,400.0000 4,200.00 3.000 4,200 056 ADJUST INLET EA 4,200.0000 29,400.00 7.000 29,400 057 MODIFY INLET EA 4,300.0000 98,900.00 23.000 98,900 058 DETECTABLE WARNING SURFACE SQFT 27.0000 7,560.00 274.500 7,411 059 MINOR CONCRETE (MISCELLANEOUS CY 850.0000 20,400.00 25.510 21,683 CONSTRUCTION) 060 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 800.0000 440,000.00 549.270 439,416 AND DRIVEWAY) 061 MINOR CONCRETE (CURB RAMP) CY 900.0000 99,000.00 104.700 94,230 062 REMOVE CONCRETE CY 250.0000 45,000.00 179.780 44,945 (CURB, GUTTER, AND SIDEWALK) (CY) 063 PRE/POST CONSTRUCTION SURVEYS EA 4,000.0000 16,000.00 4.000 16,000 064 MISCELLANEOUS IRON AND STEEL LB 7.0000 5,460.00 775.000 5,425 065 SURVEY MONUMENT (TYPE A) EA 1,500.0000 3,000.00 2.000 3,000 066 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 81,690.00 3,890.000 81,690 067 8' CHAIN LINK GATE (TYPE CL-6) EA 1,499.0000 5,996.00 4.000 5,996 068 REMOVE FENCE LF 2.5000 8,025.00 3,210.000 8,025 069 REMOVE PAVEMENT MARKER EA 2.0000 1,280.00 608.000 1,216 070 DELINEATOR (CLASS 1) EA 40.0000 2,440.00 56.000 2,240 071 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,640.00 910.000 3,640 072 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 12.000 1,200 073 RESET ROADSIDE SIGN EA 200.0000 3,600.00 18.000 3,600 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.5000 1,350.00 171.130 1,283 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 787.50 68.000 765 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 04/14/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F4304 TIME 02:16 PM ESTIMATE NO. 016 BID OPENING 10/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/20 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 04/14/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.5000 765.00 88.000 748 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.2500 3,450.00 214.000 3,691 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 1,036.00 56.000 1,036 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 079 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 2,252.50 529.130 2,248 080 ROADSIDE SIGN - ONE POST EA 275.0000 6,325.00 26.000 7,150 081 ROADSIDE SIGN - TWO POST EA 350.0000 5,600.00 14.000 4,900 082 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 42,560.00 5,320.000 42,560 (ENHANCED WET NIGHT VISIBILITY) 083 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,100.00 12,100.000 12,100 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 084 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 45,875.00 36,700.000 45,875 (ENHANCED WET NIGHT VISIBILITY) 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 950.00 950.000 950 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 086 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 8,140.00 4,070.000 8,140 (ENHANCED WET NIGHT VISIBILITY) 087 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 24,560.00 26,475.000 21,180 088 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 11,190.00 3,730.000 11,190 089 12" RUMBLE STRIP STA 66.0000 13,200.00 197.500 13,035 (ASPHALT CONCRETE PAVEMENT) 090 MODIFYING EXISTING ELECTRICAL SYSTEM LS 842,000.0000 842,000.00 0.905 762,010 PROGRAM CAS145 PAGE 5 DATE 04/14/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F4304 TIME 02:16 PM ESTIMATE NO. 016 BID OPENING 10/31/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/04/20 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 04/14/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 120.96 5,161,796.29 ADJUSTMENT OF COMPENSATION 28,489.73 -96,984.25 EXTRA WORK 0.00 97,704.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 28,610.69 5,162,516.09 091 MOBILIZATION LS 590,000.0000 590,000.00 1.000 590,000 ORIGINAL CONTRACT AMOUNT 5,921,695.73 TOTAL WORK COMPLETED 28,610.69 5,752,516.09 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 28,610.69 5,751,516.09 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 12/10/18 95 05/01/19 05/01/19 05/04/20 95 241 0 0 100% 100% BRAR, BALJINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 04/14/21