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 09/16/24 EST. NO. 013 TIME 02:12 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 0081 4,823.60 E.W. @ F.A.(+) 071424 N 0127.0 0082 4,082.38 071524 N 0128.0 0083 4,373.74 071624 N 0129.0 0084 4,399.21 071724 N 0130.0 0085 4,664.11 071824 N 0131.0 0086 2,665.70 072124 N 0137.0 0087 3,195.53 072224 N 0138.0 0088 3,070.89 072324 N 0139.0 0089 4,768.12 072424 N 0140.0 0090 2,665.70 072524 N 0141.0 0091 8,974.01 072524 N 0142.0 0092 2,654.99 072524 N 0143.0 0097 576.76 082024 N 0153.0 0098 695.91 082024 N 0154.0 0099 14,451.81 082124 N 0155.0 0100 441.24 082124 N 0156.0 003 0065 10,206.91 E.W. @ F.A.(+) 072224 N 0145.0 0066 7,699.74 072324 N 0146.0 0067 9,702.92 072424 N 0147.0 0068 8,377.02 072524 N 0148.0 0069 10,254.08 072124 N 0144.0 0070 2,697.39 102423 N 0151.0 0071 1,758.33 020824 N 42.1 0072 7,252.74 021324 N 58.1 0073 423.68 111423 N 12.1 124,876.51 TOTAL THIS ESTIMATE 944,877.92 TOTAL PREVIOUS ESTIMATE 1,069,754.43 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 09/16/24 EST. NO. 013 TIME 02:12 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 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 02:12 PM ESTIMATE NO. 013 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 09/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 09/16/24 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 1.000 9,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,300.0000 325,000.00 22.000 28,600.00 237.000 308,100 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 19.500 3,900 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.800 80,000 007 TRAFFIC CONTROL SYSTEM LS 1,375,000.0000 1,375,000.00 0.050 68,750.00 0.850 1,168,750 008 TRAFFIC CONTROL SUPERVISOR DAY 1,600.0000 400,000.00 22.000 35,200.00 222.000 355,200 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,550.0000 155,000.00 22.000 34,100.00 222.000 344,100 010 CHANNELIZER (SURFACE MOUNTED) EA 82.5000 40,425.00 9.000 742.50 457.000 37,702 011 TEMPORARY BARRIER SYSTEM LF 59.0000 902,700.00 700.000 41,300.00 14,505.000 855,795 012 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 1.000 4,800.00 53.000 254,400 014 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 0.050 1,187.50 0.850 20,187 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 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 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 12.000 3,600.00 76.000 22,800 022 TEMPORARY FIBER ROLL LF 5.7500 382,950.00 66,750.000 383,812 PROGRAM CAS145 PAGE 2 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 02:12 PM ESTIMATE NO. 013 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 09/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 3,400.00 0.850 57,800 026 TEMPORARY CONCRETE WASHOUT LS 31,000.0000 31,000.00 0.050 1,550.00 0.850 26,350 027 TREATED WOOD WASTE LB 0.2800 140,000.00 17,580.000 4,922.40 495,680.000 138,790 028 REMOVE CONCRETE (LF) LF 185.0000 3,515.00 18.600 3,441 029 REMOVE CONCRETE (VEGETATION CONTROL) SQYD 38.7500 240,637.50 431.000 16,701.25 7,138.000 276,597 030 CLEARING AND GRUBBING (LS) LS 22,750.0000 22,750.00 0.050 1,137.50 0.850 19,337 031 ROADWAY EXCAVATION CY 97.5000 60,450.00 100.000 9,750.00 200.000 19,500 032 DITCH EXCAVATION CY 3,050.0000 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 1.000 1,000.00 5.000 5,000 038 HYDROMULCH SQFT 0.1000 28,200.00 0.000 0 039 FIBER ROLLS LF 4.7500 377,625.00 5,000.000 23,750.00 5,000.000 23,750 040 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 434,700.00 318.710 200,787 045 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.9500 25,328.50 1,419.000 12,700 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.8500 152,290.00 12,300.000 96,555 047 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 110.0000 1,650.00 0.000 0 AREA) 048 REMOVE ASPHALT CONCRETE DIKE LF 8.8000 196,240.00 103.000 906.40 22,403.000 197,146 049 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,050.0000 93,150.00 23.000 93,150 (F) PROGRAM CAS145 PAGE 3 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 02:12 PM ESTIMATE NO. 013 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 09/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 79.000 28,440.00 79.000 28,440 051 18" ALTERNATIVE PIPE CULVERT LF 160.0000 110,400.00 693.000 110,880 052 CONCRETE BACKFILL (PIPE TRENCH) CY 475.0000 95,950.00 314.600 149,435 (F) 053 TRASH NET (DOWNDRAIN) EA 9,500.0000 19,000.00 2.000 19,000 054 18" REINFORCED CONCRETE PIPE LF 650.0000 3,250.00 5.000 3,250 055 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 18,750.00 150.000 18,750 (.079" THICK) 056 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 8,525.00 31.000 8,525 (.079" THICK) 057 12" ENTRANCE TAPER EA 1,300.0000 1,300.00 1.000 1,300 058 18" ENTRANCE TAPER EA 1,950.0000 1,950.00 1.000 1,950 059 12" ANCHOR ASSEMBLY EA 675.0000 1,350.00 3.000 2,025 060 REMOVE ENTRANCE TAPER EA 680.0000 680.00 1.000 680 061 REMOVE CULVERT (EA) EA 2,400.0000 9,600.00 3.000 7,200 062 REMOVE DOWNDRAIN (EA) EA 5,300.0000 10,600.00 2.000 10,600 063 REMOVE INLET EA 1,450.0000 1,450.00 1.000 1,450 064 MODIFY INLET EA 2,950.0000 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 10.000 7,150 METHOD B) (CY) 068 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 83.0000 1,494.00 18.000 1,494 069 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 16,500.00 560.000 16,800.00 560.000 16,800 070 MISCELLANEOUS IRON AND STEEL LB 2.5000 5,595.00 2,314.000 5,785 (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 41.000 6,150 076 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 275.0000 2,200.00 6.000 1,650 BRACKET METHOD) PROGRAM CAS145 PAGE 4 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 02:12 PM ESTIMATE NO. 013 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 09/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,804.00 233.730 5,679 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 9,720.00 463.000 8,334 (0.080"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.4500 713.90 22.000 713 (0.063"-FRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.9000 2,467.50 50.000 1,645 (0.080"-FRAMED) 082 ROADSIDE SIGN - ONE POST EA 475.0000 19,950.00 39.000 18,525 083 ROADSIDE SIGN - TWO POST EA 625.0000 2,500.00 3.000 1,875 084 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 475.0000 3,800.00 6.000 2,850 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 1,084,025.00 850.000 27,837.50 32,487.500 1,063,965 087 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.0000 580,000.00 18,662.500 541,212 088 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 37.9000 123,175.00 3,112.500 117,963 089 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 39.6000 336,600.00 9,225.000 365,310 090 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) LF 36.5000 73,000.00 1,987.500 72,543 091 MIDWEST GUARDRAIL SYSTEM (9' STEEL POST) LF 42.2500 146,607.50 3,435.000 145,128 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.5000 1,975,050.00 4,324.000 369,702.00 11,500.580 983,299 093 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 42.000 207,480 096 END CAP (TYPE A) EA 635.0000 18,415.00 2.000 1,270.00 27.000 17,145 097 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,350.0000 97,200.00 2.000 2,700.00 54.000 72,900 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,550.0000 305,300.00 81.000 287,550 099 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 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 02:12 PM ESTIMATE NO. 013 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 09/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,585,850.00 113.000 111,305.00 1,210.000 1,191,850 (F) 105 REMOVE GUARDRAIL LF 5.2500 233,100.00 662.500 3,478.13 43,966.000 230,821 106 REMOVE CONCRETE BARRIER LF 400.0000 19,600.00 142.000 56,800 107 REMOVE METAL RAILING LF 130.0000 43,680.00 336.000 43,680 108 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 1.000 20,000 SYSTEM ELEMENTS DURING CONSTRUCTION 111 MODIFYING CAMERA SYSTEMS LS 22,000.0000 22,000.00 1.000 22,000 112 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 1.000 27,500 114 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 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J4804 TIME 02:12 PM ESTIMATE NO. 013 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 09/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 842,930.18 11,368,531.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 124,876.51 1,069,754.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 967,806.69 12,438,286.09 116 MOBILIZATION LS 595,000.0000 595,000.00 1.000 595,000 ORIGINAL CONTRACT AMOUNT 15,367,388.40 TOTAL WORK COMPLETED 967,806.69 13,033,286.09 MATERIALS ON HAND ON SITE -20,778.00 106,608.00 DEDUCTIONS 0.00 0.00 TOTAL 947,028.69 13,139,894.09 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 11/05/24 228 9 9 0 76% 88% PROGRESS IS SATISFACTORY MUKHERJEE, RABINDRA RESIDENT ENGINEER