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 04/18/24 EST. NO. 008 TIME 04:01 PM R.E. NAME: MUKHERJEE, RABINDRA 04-0J4804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0034 4,478.32 E.W. @ F.A.(+) 030424 N 0072.0 0035 4,891.01 030524 N 0073.0 0036 1,927.63 030524 N 0074.0 0037 25,610.82 030524 N 0075.0 36,907.78 TOTAL THIS ESTIMATE 484,016.47 TOTAL PREVIOUS ESTIMATE 520,924.25 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 04/18/24 EST. NO. 008 TIME 04:01 PM R.E. NAME: MUKHERJEE, RABINDRA 04-0J4804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 04:01 PM ESTIMATE NO. 008 BID OPENING 02/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 04/18/24 LOCATION RERUN PROGRESS ESTIMATE 04-CC-4-L0.1/R20.4 ----------------------- HIGHWAY SPECIALTY COMPANY INC. CONTRA COSTA COUNTY AT VARIOUS LOCATIONS 6591 EASTSIDE ROAD FROM 0.1 MILE WEST OF ROUTE 4/80 REDDING CA 96001 SEPARATION TO 0.3 MILE EAST OF BAILEY ROAD UNDERCROSSING FED. AID NO. SNHG-P004(160)E REMOVE AND INSTALL GUARDRAILS AND CONSTRUC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,250.0000 6,250.00 1.000 6,250 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 9,750.0000 9,750.00 0.250 2,437.50 1.000 9,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,300.0000 325,000.00 21.000 27,300.00 121.000 157,300 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 4.000 800.00 13.000 2,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.750 75,000 007 TRAFFIC CONTROL SYSTEM LS 1,375,000.0000 1,375,000.00 0.100 137,500.00 0.500 687,500 008 TRAFFIC CONTROL SUPERVISOR DAY 1,600.0000 400,000.00 22.000 35,200.00 122.000 195,200 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,550.0000 155,000.00 21.000 32,550.00 121.000 187,550 010 CHANNELIZER (SURFACE MOUNTED) EA 82.5000 40,425.00 135.000 11,137.50 439.000 36,217 011 TEMPORARY BARRIER SYSTEM LF 59.0000 902,700.00 3,945.000 232,755.00 13,105.000 773,195 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,800.0000 76,800.00 16.000 76,800 013 ALTERNATIVE TEMPORARY CRASH CUSHION-TL-3 EA 4,800.0000 264,000.00 15.000 72,000.00 50.000 240,000 014 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 10,000.0000 50,000.00 5.000 50,000 SYSTEM 015 JOB SITE MANAGEMENT LS 23,750.0000 23,750.00 0.100 2,375.00 0.500 11,875 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 0.500 1,750.00 1.000 3,500 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 36,000.00 4.000 2,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 17,400.00 1.000 600.00 2.000 1,200 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 TEMPORARY COVER SQYD 5.0000 224,500.00 890.000 4,450 021 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 36,000.00 64.000 19,200 022 TEMPORARY FIBER ROLL LF 5.7500 382,950.00 60,500.000 347,875 PROGRAM CAS145 PAGE 2 DATE 04/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 04:01 PM ESTIMATE NO. 008 BID OPENING 02/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 04/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 24.0000 1,200.00 58.000 1,392 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,300.0000 12,600.00 0.000 0 025 STREET SWEEPING LS 68,000.0000 68,000.00 0.100 6,800.00 0.500 34,000 026 TEMPORARY CONCRETE WASHOUT LS 31,000.0000 31,000.00 0.100 3,100.00 0.500 15,500 027 TREATED WOOD WASTE LB 0.2800 140,000.00 119,420.000 33,437.60 367,600.000 102,928 028 REMOVE CONCRETE (LF) LF 185.0000 3,515.00 0.000 0 029 REMOVE CONCRETE (VEGETATION CONTROL) SQYD 38.7500 240,637.50 963.000 37,316.25 963.000 37,316 030 CLEARING AND GRUBBING (LS) LS 22,750.0000 22,750.00 0.100 2,275.00 0.500 11,375 031 ROADWAY EXCAVATION CY 97.5000 60,450.00 0.000 0 032 DITCH EXCAVATION CY 3,050.0000 3,050.00 1.000 3,050.00 1.000 3,050 033 IMPORTED BORROW (CY) CY 97.5000 60,450.00 0.000 0 034 CHECK AND TEST EXISTING IRRIGATION LS 6,200.0000 6,200.00 0.000 0 FACILITIES 035 REMOVE IRRIGATION FACILITY LS 6,200.0000 6,200.00 0.000 0 036 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,250.0000 1,250.00 0.000 0 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 19,000.00 4.000 4,000 038 HYDROMULCH SQFT 0.1000 28,200.00 0.000 0 039 FIBER ROLLS LF 4.7500 377,625.00 0.000 0 040 HYDROSEED SQFT 0.2000 9,040.00 0.000 0 041 COMPOST (CY) CY 70.0000 19,600.00 0.000 0 042 INCORPORATE MATERIALS SQFT 0.1000 4,520.00 0.000 0 043 RAPID STRENGTH CONCRETE BASE CY 1,650.0000 198,000.00 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 630.0000 434,700.00 65.960 41,554.80 65.960 41,554 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.9500 25,328.50 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.8500 152,290.00 0.000 0 047 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 110.0000 1,650.00 0.000 0 AREA) 048 REMOVE ASPHALT CONCRETE DIKE LF 8.8000 196,240.00 158.000 1,390 049 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,050.0000 93,150.00 14.700 59,535.00 17.700 71,685 (F) PROGRAM CAS145 PAGE 3 DATE 04/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 04:01 PM ESTIMATE NO. 008 BID OPENING 02/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 04/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE RETAINING WALL (PORTION) (LF) LF 360.0000 28,440.00 0.000 0 051 18" ALTERNATIVE PIPE CULVERT LF 160.0000 110,400.00 500.000 80,000.00 500.000 80,000 052 CONCRETE BACKFILL (PIPE TRENCH) CY 475.0000 95,950.00 232.300 110,342.50 232.300 110,342 (F) 053 TRASH NET (DOWNDRAIN) EA 9,500.0000 19,000.00 0.000 0 054 18" REINFORCED CONCRETE PIPE LF 650.0000 3,250.00 5.000 3,250.00 5.000 3,250 055 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 18,750.00 111.000 13,875.00 111.000 13,875 (.079" THICK) 056 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 8,525.00 31.000 8,525.00 31.000 8,525 (.079" THICK) 057 12" ENTRANCE TAPER EA 1,300.0000 1,300.00 1.000 1,300.00 1.000 1,300 058 18" ENTRANCE TAPER EA 1,950.0000 1,950.00 1.000 1,950.00 1.000 1,950 059 12" ANCHOR ASSEMBLY EA 675.0000 1,350.00 2.000 1,350.00 2.000 1,350 060 REMOVE ENTRANCE TAPER EA 680.0000 680.00 1.000 680.00 1.000 680 061 REMOVE CULVERT (EA) EA 2,400.0000 9,600.00 3.000 7,200.00 3.000 7,200 062 REMOVE DOWNDRAIN (EA) EA 5,300.0000 10,600.00 2.000 10,600.00 2.000 10,600 063 REMOVE INLET EA 1,450.0000 1,450.00 1.000 1,450.00 1.000 1,450 064 MODIFY INLET EA 2,950.0000 2,950.00 1.000 2,950.00 1.000 2,950 065 CONCRETE (DITCH LINING) CY 6,500.0000 5,200.00 0.000 0 066 CONCRETE (CONCRETE APRON) CY 3,250.0000 5,200.00 0.200 650 067 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 715.0000 7,150.00 0.000 0 METHOD B) (CY) 068 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 83.0000 1,494.00 0.000 0 069 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 16,500.00 0.000 0 070 MISCELLANEOUS IRON AND STEEL LB 2.5000 5,595.00 1,434.000 3,585.00 1,673.000 4,182 (F) 071 GUARD RAILING DELINEATOR EA 24.0000 77,520.00 0.000 0 072 OBJECT MARKER (TYPE P) EA 115.0000 8,510.00 0.000 0 073 OBJECT MARKER (TYPE R) EA 325.0000 650.00 0.000 0 074 OBJECT MARKER (TYPE L-1) EA 70.0000 5,040.00 0.000 0 075 REMOVE ROADSIDE SIGN EA 150.0000 6,900.00 0.000 0 076 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 275.0000 2,200.00 0.000 0 BRACKET METHOD) PROGRAM CAS145 PAGE 4 DATE 04/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 04:01 PM ESTIMATE NO. 008 BID OPENING 02/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 04/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RELOCATE ROADSIDE SIGN EA 450.0000 900.00 0.000 0 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.3000 6,804.00 0.000 0 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 9,720.00 0.000 0 (0.080"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.4500 713.90 0.000 0 (0.063"-FRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.9000 2,467.50 0.000 0 (0.080"-FRAMED) 082 ROADSIDE SIGN - ONE POST EA 475.0000 19,950.00 0.000 0 083 ROADSIDE SIGN - TWO POST EA 625.0000 2,500.00 0.000 0 084 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 475.0000 3,800.00 0.000 0 METHOD) 085 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 250.0000 250.00 0.000 0 POST 086 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.7500 1,084,025.00 1,900.000 62,225.00 16,550.000 542,012 087 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.0000 580,000.00 3,700.000 107,300.00 12,400.000 359,600 088 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 37.9000 123,175.00 200.000 7,580.00 1,575.000 59,692 089 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 39.6000 336,600.00 1,157.000 45,817.20 7,607.000 301,237 090 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) LF 36.5000 73,000.00 577.500 21,078.75 1,540.000 56,210 091 MIDWEST GUARDRAIL SYSTEM (9' STEEL POST) LF 42.2500 146,607.50 210.000 8,872.50 3,435.000 145,128 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.5000 1,975,050.00 1,768.000 151,164.00 1,768.000 151,164 093 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 50.0000 29,000.00 580.000 29,000 094 DOUBLE THRIE BEAM BARRIER LF 200.0000 2,600.00 13.000 2,600 095 TRANSITION RAILING (TYPE WB-31) EA 4,940.0000 222,300.00 6.000 29,640.00 26.000 128,440 096 END CAP (TYPE A) EA 635.0000 18,415.00 1.000 635.00 12.000 7,620 097 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,350.0000 97,200.00 3.000 4,050.00 22.000 29,700 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,550.0000 305,300.00 7.000 24,850.00 41.000 145,550 099 ALTERNATIVE CRASH CUSHION TL-2 EA 38,500.0000 77,000.00 0.000 0 100 SEVERE DUTY CRASH CUSHION EA 57,500.0000 57,500.00 1.000 57,500 101 CONCRETE BARRIER (TYPE 60MC) LF 820.0000 74,620.00 0.000 0 102 CONCRETE BARRIER (TYPE 60MSC) LF 640.0000 96,000.00 0.000 0 103 CONCRETE BARRIER (TYPE 836B) LF 1,435.0000 133,455.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 04/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 04:01 PM ESTIMATE NO. 008 BID OPENING 02/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 04/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER TRANSITION LF 985.0000 1,585,850.00 61.000 60,085.00 655.000 645,175 (F) 105 REMOVE GUARDRAIL LF 5.2500 233,100.00 2,418.000 12,694.50 27,127.500 142,419 106 REMOVE CONCRETE BARRIER LF 400.0000 19,600.00 0.500 200.00 25.000 10,000 107 REMOVE METAL RAILING LF 130.0000 43,680.00 212.500 27,625 108 REMOVE CRASH CUSHION EA 2,300.0000 2,300.00 0.000 0 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.4000 3,618.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 110 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 20,000.0000 20,000.00 0.100 2,000.00 0.900 18,000 SYSTEM ELEMENTS DURING CONSTRUCTION 111 MODIFYING CAMERA SYSTEMS LS 22,000.0000 22,000.00 0.010 220.00 0.980 21,560 112 MODIFYING LIGHTING SYSTEMS LS 184,500.0000 184,500.00 1.000 184,500 113 MODIFYING TRAFFIC MONITORING STATIONS LS 27,500.0000 27,500.00 0.015 412.50 0.990 27,225 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 BASE BOND BREAKER SQYD 32.7500 11,462.50 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 04:01 PM ESTIMATE NO. 008 BID OPENING 02/15/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 04/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,535,355.60 6,563,918.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 36,907.78 520,924.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,572,263.38 7,084,842.53 116 MOBILIZATION LS 595,000.0000 595,000.00 0.050 29,750.00 1.000 595,000 ORIGINAL CONTRACT AMOUNT 15,367,388.40 TOTAL WORK COMPLETED 1,602,013.38 7,679,842.53 MATERIALS ON HAND ON SITE -169,628.00 784,241.00 DEDUCTIONS 0.00 0.00 TOTAL 1,432,385.38 8,464,083.53 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 09/01/23 250 10/10/23 10/10/23 10/21/24 123 7 0 0 48% 49% PROGRESS IS SATISFACTORY MUKHERJEE, RABINDRA RESIDENT ENGINEER