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 02/26/24 EST. NO. 010 TIME 09:27 PM R.E. NAME: BRAR, BALJINDER 05-1H8104 --------------------------------------------------------------------------- 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 02/26/24 EST. NO. 010 TIME 09:27 PM R.E. NAME: BRAR, BALJINDER 05-1H8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 15% PERF FAILURE -131,388.88 006 10% PERF FAIL -114,763.65 007 15% PERF FAIL RETURN 131,388.88 007 05% PERF FAIL -15,653.38 008 10% PERF FAIL RETURN 114,763.65 008 ANNUAL CEM-4401 2023 -10,000.00 009 ANNUAL CEM-4401 2023 10,000.00 010 10,000.00 -15,653.38 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 008 MISS PAYROLLS -10,000.00 010 RECD PAYROLLS 8 5,000.00 010 -5,000.00 -10,000.00 TOTAL DEDUCTIONS 5,000.00 -25,653.38 PROGRAM CAS145 PAGE 1 DATE 02/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 09:27 PM ESTIMATE NO. 010 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 02/26/24 LOCATION PROGRESS ESTIMATE 05-SBT-25-18.8/19.2 ----------------- A. TEICHERT & SON INC DBA SAN BENITO COUNTY ABOUT 32 MILES SOUTH OF TEICHERT CONSTRUCTION HOLLISTER FROM 0.8 MILE NORTH OF SAN 3500 AMERICAN RIVER DR BENITO LATERAL TO 2 MILES SOUTH OF ROUTE SACRAMENTO CA 95864 146 FED. AID NO. HSST-S025(1)E ROADWAY EXCAVATION, HMA, CULVERTS AND SIGN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 234,000.00 115.000 207,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 14,600.0000 14,600.00 0.870 12,702 007 TRAFFIC CONTROL SYSTEM LS 316,000.0000 316,000.00 0.880 278,080 008 TYPE III BARRICADE EA 120.0000 3,360.00 28.000 3,360 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 105.0000 23,100.00 0.000 0 010 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 1,404.00 39.000 1,404 011 PLASTIC TRAFFIC DRUMS EA 50.0000 9,000.00 156.000 7,800 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 125.0000 7,500.00 60.000 7,500 SYSTEM DAY 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 52,000.0000 52,000.00 0.880 45,760 014 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 11,200.0000 22,400.00 1.770 19,824 SYSTEM 015 JOB SITE MANAGEMENT LS 57,075.6100 57,075.61 0.880 50,226 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.850 2,550 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 2.000 1,000.00 3.000 1,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 12,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,015.2300 2,030.46 0.000 0 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.0200 49,368.00 0.000 0 MATRIX) 022 TEMPORARY CHECK DAM LF 24.7500 2,475.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 09:27 PM ESTIMATE NO. 010 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 02/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 304.5700 3,045.70 0.000 0 024 TEMPORARY FIBER ROLL LF 6.1800 49,440.00 0.000 0 025 TEMPORARY GRAVEL BAG BERM LF 15.4000 10,780.00 0.000 0 026 TEMPORARY LARGE SEDIMENT BARRIER LF 22.3000 17,840.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 7,295.8400 14,591.68 1.000 7,295 028 STREET SWEEPING LS 56,000.0000 56,000.00 0.880 49,280 029 TEMPORARY CONCRETE WASHOUT LS 1,501.0000 1,501.00 1.000 1,501 030 TREATED WOOD WASTE LB 3.0000 2,970.00 0.000 0 031 TEMPORARY HIGH-VISIBILITY FENCE LF 7.8300 9,944.10 1,300.000 10,179 032 CLEARING AND GRUBBING (LS) LS 48,000.0000 48,000.00 1.000 48,000 033 ROADWAY EXCAVATION CY 19.0000 1,297,700.00 68,113.000 1,294,147 034 ROADWAY EXCAVATION (TOPSOIL) CY 46.0000 86,020.00 1,870.000 86,020 035 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 5.0000 35,550.00 7,110.000 35,550 B1 036 ROADSIDE CLEARING LS 18,000.0000 18,000.00 1.000 18,000 037 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 50.7600 7,106.40 140.000 7,106 (F) 038 8" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 141.6200 11,754.46 83.000 11,754 (F) LINE) 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,015.2300 2,030.46 1.000 1,015 040 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8100 174,150.00 258,760.000 209,595 041 FIBER ROLLS LF 5.0800 25,603.20 5,428.000 27,574 042 COMPOST SOCK LF 7.1100 23,036.40 3,437.000 24,437 043 HYDROSEED SQFT 0.2600 69,680.00 268,000.000 69,680 044 COMPOST (CY) CY 50.7600 83,754.00 1,650.000 83,754 045 COMPOST BERM LF 10.1500 14,717.50 1,540.000 15,631 046 INCORPORATE MATERIALS SQFT 0.2000 10,640.00 53,200.000 10,640 047 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 254,800.00 3,448.000 241,360 048 HOT MIX ASPHALT (TYPE A) TON 140.0000 364,000.00 2,518.340 352,567 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 12,650.00 2,880.000 14,400 PROGRAM CAS145 PAGE 3 DATE 02/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 09:27 PM ESTIMATE NO. 010 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 02/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 4,000.0000 6,800.00 1.850 7,400 051 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.6000 46,860.00 78,100.000 46,860 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 3,640.00 520.000 3,640 053 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 20,500.00 8.700 21,750 (F) 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 75,600.00 21.600 75,600 (F) 055 24" ALTERNATIVE PIPE CULVERT LF 174.5500 139,640.00 800.000 139,640 056 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 72.4800 71,755.20 990.000 71,755 057 6" WELDED STEEL PIPE (0.280" THICK) LF 170.3700 18,740.70 110.000 18,740 058 24" ALTERNATIVE FLARED END SECTION EA 886.0200 886.02 1.000 886 059 INLET DEPRESSION EA 559.4500 5,594.50 3.000 1,678 060 REMOVE CULVERT (LF) LF 16.8300 20,532.60 1,220.000 20,532 061 REMOVE INLET EA 1,329.3300 13,293.30 10.000 13,293 062 REMOVE FLARED END SECTION (EA) EA 1,278.3200 2,556.64 2.000 2,556 063 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 334.7000 3,347.00 10.000 3,347 METHOD B) (CY) 064 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 54.3300 1,575.57 29.000 1,575 065 MISCELLANEOUS IRON AND STEEL LB 5.0000 11,950.00 2,390.000 11,950 (F) 066 TEMPORARY FENCE (TYPE BW) LF 15.7500 49,612.50 3,148.000 49,581 067 TEMPORARY FENCE (TYPE WILD LIFE LF 10.1500 48,314.00 4,700.000 47,705 EXCLUSION) 068 REMOVE FENCE LF 5.0000 15,950.00 3,181.000 15,905 069 RELOCATE GATE EA 1,500.0000 4,500.00 3.000 4,500 070 DELINEATOR (CLASS 2) EA 60.0000 2,940.00 0.000 0 071 PAVEMENT MARKER (RETROREFLECTIVE) EA 14.0000 2,940.00 0.000 0 072 REMOVE ROADSIDE SIGN EA 85.0000 1,445.00 17.000 1,445 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 360.00 0.000 0 (0.063"-UNFRAMED) 074 ROADSIDE SIGN - ONE POST EA 280.0000 560.00 0.000 0 075 REMOVE GUARDRAIL LF 27.5000 6,050.00 220.000 6,050 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 18,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 02/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 09:27 PM ESTIMATE NO. 010 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 02/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12" RUMBLE STRIP (ASPHALT CONCRETE STA 800.0000 16,000.00 20.000 16,000 PAVEMENT) 078 TEMPORARY SIGNAL SYSTEMS LS 355,000.0000 355,000.00 0.088 31,240 PROGRAM CAS145 PAGE 5 DATE 02/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 09:27 PM ESTIMATE NO. 010 BID OPENING 12/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: BRAR, BALJINDER DATE OF THIS ESTIMATE 02/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,000.00 3,879,576.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,000.00 3,879,576.36 079 MOBILIZATION LS 480,000.0000 480,000.00 1.000 480,000 ORIGINAL CONTRACT AMOUNT 4,997,801.00 TOTAL WORK COMPLETED 1,000.00 4,359,576.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -25,653.38 TOTAL 6,000.00 4,333,922.98 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 03/03/23 130 04/27/23 04/27/23 03/13/24 115 87 0 0 84% 88% PROGRESS IS SATISFACTORY BRAR, BALJINDER RESIDENT ENGINEER