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 01/28/25 EST. NO. 013 TIME 03:57 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 --------------------------------------------------------------------------- 003 0001 10,000.00 E.W. @ F.A.(+) 062524 N 01RE 10,000.00 TOTAL THIS ESTIMATE 28,631.67 TOTAL PREVIOUS ESTIMATE 38,631.67 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 01/28/25 EST. NO. 013 TIME 03:57 PM R.E. NAME: IQBAL AULAKH 10-0X7514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM -10,000.00 002 MISSING CEM4401 YR24 -10,000.00 013 MISSING CEM2402 -10,000.00 013 -20,000.00 -30,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -5,000.00 012 MISSING PAYROLL -10,000.00 013 -10,000.00 -15,000.00 TOTAL DEDUCTIONS -30,000.00 -45,000.00 PROGRAM CAS145 PAGE 1 DATE 01/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 03:57 PM ESTIMATE NO. 013 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 12/13/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 01/28/25 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.250 1,500.00 1.000 6,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 330,000.00 165.000 330,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 4,000.00 2.000 4,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 10.000 2,000 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 10,800.0000 10,800.00 0.150 1,620.00 1.000 10,800 007 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.150 6,000.00 1.000 40,000 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 300.0000 49,500.00 62.000 18,600.00 165.000 49,500 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 12.0000 64,200.00 5,350.000 64,200 010 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 40.0000 2,480.00 62.000 2,480 011 CHANNELIZER (SURFACE MOUNTED) EA 85.0000 4,505.00 53.000 4,505 012 PORTABLE SIGNAL SYSTEMS (LS) LS 25,000.0000 25,000.00 0.150 3,750.00 1.000 25,000 013 TEMPORARY BARRIER SYSTEM LF 50.0000 88,000.00 1,760.000 88,000 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.150 3,750.00 1.000 25,000 015 TEMPORARY CRASH CUSHION MODULE EA 250.0000 24,500.00 26.000 6,500.00 98.000 24,500 016 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 0.150 2,400.00 1.000 16,000 018 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,000.0000 2,000.00 0.250 500.00 1.000 2,000 019 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 01/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 03:57 PM ESTIMATE NO. 013 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 12/13/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 01/28/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,600.00 750.000 9,000 024 TEMPORARY SILT FENCE LF 11.0000 5,500.00 500.000 5,500 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000 026 STREET SWEEPING LS 6,000.0000 6,000.00 0.150 900.00 1.000 6,000 027 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 028 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 1.000 1,500 033 WORK AREA MONITORING (BRIDGE) LS 5,000.0000 5,000.00 0.150 750.00 1.000 5,000 034 TREATED WOOD WASTE LB 0.7500 16,725.00 11,460.000 8,595 035 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 1,810.000 12,670 037 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 038 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 17,850.00 59,500.000 17,850 039 COMPOST (CY) CY 100.0000 9,400.00 94.000 9,400 040 HOT MIX ASPHALT (TYPE A) TON 500.0000 85,000.00 170.000 85,000 041 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 80.0000 20,000.00 250.000 20,000 042 TACK COAT TON 700.0000 350.00 0.500 350 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 27.0000 25,920.00 950.000 25,650 044 STRUCTURAL CONCRETE, BRIDGE CY 3,500.0000 101,500.00 29.000 101,500 (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 182,700.00 113.000 237,300 R MODIFIED) 047 PAVING NOTCH EXTENSION CF 1,579.9200 50,557.44 25.700 40,603 048 DRILL AND BOND DOWEL LF 60.0000 25,800.00 422.580 25,354 049 CLEAN EXPANSION JOINT LF 75.0000 10,425.00 136.000 10,200 PROGRAM CAS145 PAGE 3 DATE 01/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 03:57 PM ESTIMATE NO. 013 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 12/13/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 01/28/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,344.40 157.000 4,882 051 BAR REINFORCING STEEL (BRIDGE) LB 6.0000 24,414.00 4,069.000 24,414 (F) 052 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 10.0000 12,900.00 634.000 6,340.00 1,290.000 12,900 (F) COATED) 053 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 14.0000 14,070.00 345.000 4,830.00 1,005.000 14,070 (F) STEEL) 054 HEADED BAR REINFORCEMENT (EPOXY COATED) EA 400.0000 12,000.00 30.000 12,000 (F) 055 PUBLIC SAFETY PLAN LS 9,450.0000 9,450.00 1.000 9,450 056 RAPID SETTING CONCRETE (PATCH) CF 150.0000 33,600.00 19.000 2,850 057 REMOVE UNSOUND CONCRETE CF 180.0000 40,320.00 19.000 3,420 058 REMOVE POLYESTER CONCRETE OVERLAY SQFT 7.0000 31,255.00 4,465.000 31,255 059 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 3.0000 17,589.00 2,249.000 6,747 060 FURNISH POLYESTER CONCRETE OVERLAY CF 110.0000 92,950.00 423.000 46,530 061 PLACE POLYESTER CONCRETE OVERLAY SQFT 13.0000 76,219.00 352.000 4,576.00 3,283.000 42,679 (F) 062 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 1.000 100,000 063 BRIDGE REMOVAL (PORTION), LOCATION B LS 170,000.0000 170,000.00 1.000 170,000 064 CARBON FIBER REINFORCED POLYMER STRIP LF 60.0000 212,880.00 3,668.000 220,080 065 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 250.0000 13,500.00 50.000 12,500 (.079" THICK) 066 12" ENTRANCE TAPER EA 300.0000 600.00 2.000 600 067 12" STEEL FLARED END SECTION EA 400.0000 800.00 2.000 800 068 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 1,800.0000 5,760.00 3.200 5,760 METHOD B) (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 125.0000 2,000.00 15.400 1,925 070 DELINEATOR (CLASS 1) EA 75.0000 2,400.00 32.000 2,400 071 GUARD RAILING DELINEATOR EA 30.0000 450.00 15.000 450 072 REMOVE ROADSIDE SIGN EA 300.0000 2,400.00 8.000 2,400 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 1,984.00 62.000 1,984 (0.063"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 810.00 27.000 810 (0.080"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 60.0000 600.00 10.000 600 (0.063"-FRAMED) 076 ROADSIDE SIGN - ONE POST EA 400.0000 4,800.00 12.000 4,800.00 12.000 4,800 PROGRAM CAS145 PAGE 4 DATE 01/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 03:57 PM ESTIMATE NO. 013 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 12/13/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 01/28/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,500.00 1.000 1,500 078 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 7.0000 525.00 75.000 525 079 VEGETATION CONTROL (MINOR CONCRETE) SQYD 600.0000 96,000.00 40.000 24,000.00 200.000 120,000 080 TUBULAR BICYCLE RAILING LF 100.0000 72,600.00 726.000 72,600.00 726.000 72,600 (F) 081 TRANSITION RAILING (TYPE WB-31) EA 10,000.0000 60,000.00 6.000 60,000 082 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,000.0000 9,000.00 3.000 9,000 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 7,000.0000 21,000.00 3.000 21,000 084 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 500.0000 378,000.00 75.000 37,500.00 756.000 378,000 (F) 085 CONCRETE BARRIER (TYPE 85B MODIFIED) LF 500.0000 9,000.00 11.000 5,500.00 18.000 9,000 086 REMOVE GUARDRAIL LF 15.0000 6,150.00 205.000 3,075 087 PAINT TRAFFIC STRIPE (2-COAT) LF 3.0000 16,050.00 5,350.000 16,050 088 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 0.670 2,713 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 1.000 27,000 PROGRAM CAS145 PAGE 5 DATE 01/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0X7514 TIME 03:57 PM ESTIMATE NO. 013 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 12/13/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 01/28/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 207,916.00 2,830,244.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,000.00 38,631.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 217,916.00 2,868,876.61 092 MOBILIZATION LS 275,000.0000 275,000.00 1.000 275,000 ORIGINAL CONTRACT AMOUNT 3,295,407.84 TOTAL WORK COMPLETED 217,916.00 3,143,876.61 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -30,000.00 -45,000.00 TOTAL 187,916.00 3,098,876.61 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 03/15/23 165 06/12/23 06/12/23 12/13/24 173 208 0 0 100% 100% IQBAL AULAKH RESIDENT ENGINEER