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 10/25/23 EST. NO. 006 TIME 08:14 AM R.E. NAME: BALJINDER BRAR 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 10/25/23 EST. NO. 006 TIME 08:14 AM R.E. NAME: BALJINDER BRAR 05-1H8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 15% PERF FAILURE -131,388.88 006 -131,388.88 -131,388.88 TOTAL DEDUCTIONS -131,388.88 -131,388.88 PROGRAM CAS145 PAGE 1 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 08:14 AM ESTIMATE NO. 006 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 10/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 10/25/23 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 0.250 1,250.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 234,000.00 22.000 39,600.00 80.000 144,000 004 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 0.100 1,460.00 0.780 11,388 007 TRAFFIC CONTROL SYSTEM LS 316,000.0000 316,000.00 0.170 53,720.00 0.620 195,920 008 TYPE III BARRICADE EA 120.0000 3,360.00 4.000 480 009 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 31.000 1,550 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 125.0000 7,500.00 0.000 0 SYSTEM DAY 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 52,000.0000 52,000.00 0.170 8,840.00 0.620 32,240 014 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 11,200.0000 22,400.00 0.000 0 SYSTEM 015 JOB SITE MANAGEMENT LS 57,075.6100 57,075.61 0.170 9,702.85 0.620 35,386 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.070 210.00 0.750 2,250 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 0.000 0 018 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 0.000 0 020 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 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 08:14 AM ESTIMATE NO. 006 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 10/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 10/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 028 STREET SWEEPING LS 56,000.0000 56,000.00 0.170 9,520.00 0.620 34,720 029 TEMPORARY CONCRETE WASHOUT LS 1,501.0000 1,501.00 0.000 0 030 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 0.300 14,400.00 0.900 43,200 033 ROADWAY EXCAVATION CY 19.0000 1,297,700.00 17,000.000 323,000.00 58,000.000 1,102,000 034 ROADWAY EXCAVATION (TOPSOIL) CY 46.0000 86,020.00 468.000 21,528.00 1,589.500 73,117 035 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 5.0000 35,550.00 6,043.500 30,217.50 6,043.500 30,217 B1 036 ROADSIDE CLEARING LS 18,000.0000 18,000.00 1.000 18,000.00 1.000 18,000 037 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 50.7600 7,106.40 0.000 0 (F) 038 8" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 141.6200 11,754.46 0.000 0 (F) LINE) 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,015.2300 2,030.46 1.000 1,015.23 1.000 1,015 040 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8100 174,150.00 107,500.000 87,075.00 107,500.000 87,075 041 FIBER ROLLS LF 5.0800 25,603.20 2,520.000 12,801.60 2,520.000 12,801 042 COMPOST SOCK LF 7.1100 23,036.40 1,620.000 11,518.20 1,620.000 11,518 043 HYDROSEED SQFT 0.2600 69,680.00 134,000.000 34,840.00 134,000.000 34,840 044 COMPOST (CY) CY 50.7600 83,754.00 825.000 41,877.00 825.000 41,877 045 COMPOST BERM LF 10.1500 14,717.50 725.000 7,358.75 725.000 7,358 046 INCORPORATE MATERIALS SQFT 0.2000 10,640.00 26,600.000 5,320.00 26,600.000 5,320 047 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 254,800.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 140.0000 364,000.00 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 12,650.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 08:14 AM ESTIMATE NO. 006 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 10/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 10/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.6000 46,860.00 60,774.000 36,464.40 78,100.000 46,860 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 3,640.00 520.000 3,640.00 520.000 3,640 053 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 20,500.00 0.000 0 (F) 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 75,600.00 4.320 15,120.00 4.320 15,120 (F) 055 24" ALTERNATIVE PIPE CULVERT LF 174.5500 139,640.00 200.000 34,910.00 200.000 34,910 056 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 72.4800 71,755.20 950.000 68,856 057 6" WELDED STEEL PIPE (0.280" THICK) LF 170.3700 18,740.70 110.000 18,740.70 110.000 18,740 058 24" ALTERNATIVE FLARED END SECTION EA 886.0200 886.02 0.000 0 059 INLET DEPRESSION EA 559.4500 5,594.50 0.000 0 060 REMOVE CULVERT (LF) LF 16.8300 20,532.60 700.000 11,781 061 REMOVE INLET EA 1,329.3300 13,293.30 6.000 7,975 062 REMOVE FLARED END SECTION (EA) EA 1,278.3200 2,556.64 2.000 2,556.64 2.000 2,556 063 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 334.7000 3,347.00 0.000 0 METHOD B) (CY) 064 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 54.3300 1,575.57 0.000 0 065 MISCELLANEOUS IRON AND STEEL LB 5.0000 11,950.00 0.000 0 (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 0.000 0 073 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 0.000 0 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 18,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 08:14 AM ESTIMATE NO. 006 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 10/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 10/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 PAVEMENT) 078 TEMPORARY SIGNAL SYSTEMS LS 355,000.0000 355,000.00 0.088 31,240.00 0.088 31,240 PROGRAM CAS145 PAGE 5 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H8104 TIME 08:14 AM ESTIMATE NO. 006 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 10/20/23 R.E. NAME: BALJINDER BRAR DATE OF THIS ESTIMATE 10/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 875,925.87 2,303,979.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 875,925.87 2,303,979.48 079 MOBILIZATION LS 480,000.0000 480,000.00 0.950 456,000 ORIGINAL CONTRACT AMOUNT 4,997,801.00 TOTAL WORK COMPLETED 875,925.87 2,759,979.48 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -131,388.88 -131,388.88 TOTAL 744,536.99 2,628,590.60 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 01/05/24 80 44 0 0 55% 62% PROGRESS IS SATISFACTORY BALJINDER BRAR RESIDENT ENGINEER