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. 005 TIME 05:10 PM R.E. NAME: IQBAL AULAKH 10-0X7514 --------------------------------------------------------------------------- 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. 005 TIME 05:10 PM R.E. NAME: IQBAL AULAKH 10-0X7514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM -10,000.00 002 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 05:10 PM ESTIMATE NO. 005 BID OPENING 01/26/23 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: IQBAL AULAKH DATE OF THIS ESTIMATE 10/25/23 LOCATION PROGRESS ESTIMATE 10-CAL-26-30.0 ----------------- 10-CAL-26-38.3 BUGLER CONSTRUCTION, INC. CALAVERAS COUNTY AT SOUTH FORK MOKELUMNE 4847 HOPYARD RD.SUITE 4 NO.39 RIVER BRIDGE AND AT NORTH FORK MOKELUMNE PLEASANTON CA 94588 RIVER BRIDGE. FED. AID NO. N O N E PLACE HMA (TYPE A) AND MODIFY BRIDGE RAIL. ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 0.500 3,000.00 0.500 3,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 330,000.00 20.000 40,000.00 82.000 164,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 4,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 4.000 800 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 10,800.0000 10,800.00 0.500 5,400 007 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.070 2,800.00 0.420 16,800 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 300.0000 49,500.00 20.000 6,000.00 82.000 24,600 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 12.0000 64,200.00 1,604.000 19,248 010 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 40.0000 2,480.00 22.000 880 011 CHANNELIZER (SURFACE MOUNTED) EA 85.0000 4,505.00 25.000 2,125 012 PORTABLE SIGNAL SYSTEMS (LS) LS 25,000.0000 25,000.00 0.070 1,750.00 0.440 11,000 013 TEMPORARY BARRIER SYSTEM LF 50.0000 88,000.00 760.000 38,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.070 1,750.00 0.440 11,000 015 TEMPORARY CRASH CUSHION MODULE EA 250.0000 24,500.00 42.000 10,500 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 3,000.00 1.000 3,000 017 JOB SITE MANAGEMENT LS 16,000.0000 16,000.00 0.070 1,120.00 0.440 7,040 018 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,000.0000 2,000.00 0.750 1,500 019 RAIN EVENT ACTION PLAN EA 500.0000 500.00 0.000 0 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 14,000.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 500.00 2.000 500 PROGRAM CAS145 PAGE 2 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 05:10 PM ESTIMATE NO. 005 BID OPENING 01/26/23 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: IQBAL AULAKH 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 FIBER ROLL LF 12.0000 9,600.00 400.000 4,800 024 TEMPORARY SILT FENCE LF 11.0000 5,500.00 250.000 2,750 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000 026 STREET SWEEPING LS 6,000.0000 6,000.00 0.370 2,220 027 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 0.370 1,480 028 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 700.0000 14,000.00 0.000 0 029 WATER QUALITY MONITORING REPORT EA 200.0000 4,000.00 0.000 0 030 WATER QUALITY ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 031 TEMPORARY CREEK DIVERSION SYSTEMS LS 500.0000 500.00 0.000 0 032 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0 033 WORK AREA MONITORING (BRIDGE) LS 5,000.0000 5,000.00 0.370 1,850 034 TREATED WOOD WASTE LB 0.7500 16,725.00 0.000 0 035 TEMPORARY WETLAND PROTECTION MAT LS 4,000.0000 4,000.00 0.000 0 036 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 12,670.00 910.000 6,370 037 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 0.370 7,400 038 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 17,850.00 0.000 0 039 COMPOST (CY) CY 100.0000 9,400.00 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 500.0000 85,000.00 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 80.0000 20,000.00 0.000 0 042 TACK COAT TON 700.0000 350.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 27.0000 25,920.00 0.000 0 044 STRUCTURAL CONCRETE, BRIDGE CY 3,500.0000 101,500.00 9.000 31,500 (F) 045 AGGREGATE BASE (APPROACH SLAB) CY 2,500.0000 22,500.00 0.000 0 046 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,100.0000 182,700.00 0.000 0 R MODIFIED) 047 PAVING NOTCH EXTENSION CF 1,579.9200 50,557.44 0.000 0 048 DRILL AND BOND DOWEL LF 60.0000 25,800.00 90.000 5,400 049 CLEAN EXPANSION JOINT LF 75.0000 10,425.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 05:10 PM ESTIMATE NO. 005 BID OPENING 01/26/23 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: IQBAL AULAKH 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 JOINT SEAL (MR 1/2") LF 31.1000 6,344.40 0.000 0 051 BAR REINFORCING STEEL (BRIDGE) LB 6.0000 24,414.00 500.000 3,000.00 2,000.000 12,000 (F) 052 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 10.0000 12,900.00 258.000 2,580.00 258.000 2,580 (F) COATED) 053 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 14.0000 14,070.00 502.000 7,028 (F) STEEL) 054 HEADED BAR REINFORCEMENT (EPOXY COATED) EA 400.0000 12,000.00 0.000 0 (F) 055 PUBLIC SAFETY PLAN LS 9,450.0000 9,450.00 0.000 0 056 RAPID SETTING CONCRETE (PATCH) CF 150.0000 33,600.00 2.000 300 057 REMOVE UNSOUND CONCRETE CF 180.0000 40,320.00 2.000 360 058 REMOVE POLYESTER CONCRETE OVERLAY SQFT 7.0000 31,255.00 2,200.000 15,400 059 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 3.0000 17,589.00 0.000 0 060 FURNISH POLYESTER CONCRETE OVERLAY CF 110.0000 92,950.00 0.000 0 061 PLACE POLYESTER CONCRETE OVERLAY SQFT 13.0000 76,219.00 0.000 0 (F) 062 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 0.500 50,000 063 BRIDGE REMOVAL (PORTION), LOCATION B LS 170,000.0000 170,000.00 0.500 85,000 064 CARBON FIBER REINFORCED POLYMER STRIP LF 60.0000 212,880.00 836.000 50,160.00 836.000 50,160 065 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 250.0000 13,500.00 0.000 0 (.079" THICK) 066 12" ENTRANCE TAPER EA 300.0000 600.00 0.000 0 067 12" STEEL FLARED END SECTION EA 400.0000 800.00 0.000 0 068 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 1,800.0000 5,760.00 0.000 0 METHOD B) (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 125.0000 2,000.00 0.000 0 070 DELINEATOR (CLASS 1) EA 75.0000 2,400.00 0.000 0 071 GUARD RAILING DELINEATOR EA 30.0000 450.00 0.000 0 072 REMOVE ROADSIDE SIGN EA 300.0000 2,400.00 0.000 0 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 1,984.00 0.000 0 (0.063"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 810.00 0.000 0 (0.080"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 60.0000 600.00 0.000 0 (0.063"-FRAMED) 076 ROADSIDE SIGN - ONE POST EA 400.0000 4,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 05:10 PM ESTIMATE NO. 005 BID OPENING 01/26/23 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: IQBAL AULAKH 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 ROADSIDE SIGN - TWO POST EA 1,500.0000 1,500.00 0.000 0 078 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 7.0000 525.00 0.000 0 079 VEGETATION CONTROL (MINOR CONCRETE) SQYD 600.0000 96,000.00 0.000 0 080 TUBULAR BICYCLE RAILING LF 100.0000 72,600.00 0.000 0 (F) 081 TRANSITION RAILING (TYPE WB-31) EA 10,000.0000 60,000.00 0.000 0 082 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,000.0000 9,000.00 0.000 0 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 7,000.0000 21,000.00 0.000 0 084 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 500.0000 378,000.00 324.000 162,000.00 324.000 162,000 (F) 085 CONCRETE BARRIER (TYPE 85B MODIFIED) LF 500.0000 9,000.00 0.000 0 086 REMOVE GUARDRAIL LF 15.0000 6,150.00 205.000 3,075 087 PAINT TRAFFIC STRIPE (2-COAT) LF 3.0000 16,050.00 0.000 0 088 REMOVE PAINTED TRAFFIC STRIPE LF 3.5000 24,955.00 5,176.000 18,116 089 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,050.0000 4,050.00 0.370 1,498 SYSTEM ELEMENTS DURING CONSTRUCTION 090 CONDUIT SYSTEM LS 20,000.0000 20,000.00 0.070 1,400 091 1 1/2" CONDUIT (BRIDGE) LS 27,000.0000 27,000.00 0.930 25,110.00 1.000 27,000 PROGRAM CAS145 PAGE 5 DATE 10/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 05:10 PM ESTIMATE NO. 005 BID OPENING 01/26/23 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: IQBAL AULAKH 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 299,270.00 830,080.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 299,270.00 830,080.50 092 MOBILIZATION LS 275,000.0000 275,000.00 0.200 55,000.00 0.950 261,250 ORIGINAL CONTRACT AMOUNT 3,295,407.84 TOTAL WORK COMPLETED 354,270.00 1,091,330.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 354,270.00 1,081,330.50 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 03/15/23 165 06/12/23 06/12/23 02/02/24 51 2 0 0 33% 31% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER