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 08/04/20 EST. NO. 004 TIME 10:06 AM R.E. NAME: MRUDANG SHAH 03-0F2854 --------------------------------------------------------------------------- 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 08/04/20 EST. NO. 004 TIME 10:06 AM R.E. NAME: MRUDANG SHAH 03-0F2854 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 2020 -10,000.00 003 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 003 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2854 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 04/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/20 R.E. NAME: MRUDANG SHAH DATE OF THIS ESTIMATE 08/04/20 LOCATION SEMI-FINAL ESTIMATE 03-SAC-99-7.1/9.4 ------------------- GRANITE CONSTRUCTION COMPANY IN SACRAMENTO COUNTY, IN AND NEAR PO BOX 742478 ELK GROVE FROM 0.3 MILE SOUTH OF LOS ANGELES CA 900742478 DILLARD RD OC TO 0.6 MILE SOUTH OF GRANT LINE RD. FED. AID NO. N O N E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,054.3200 2,054.32 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,844.6000 2,844.60 1.000 2,844 003 TIME-RELATED OVERHEAD (LS) LS 406,039.0100 406,039.01 1.000 406,039 004 DEVELOP WATER SUPPLY LS 5,201.8800 5,201.88 1.000 5,201 005 CONSTRUCTION AREA SIGNS LS 15,297.1400 15,297.14 0.250 3,824.29 1.000 15,297 006 TRAFFIC CONTROL SYSTEM LS 422,829.6500 422,829.65 1.000 422,829 007 TYPE III BARRICADE EA 414.3700 1,657.48 4.000 1,657 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.5500 166.50 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8900 34,347.77 36,137.000 32,161 010 CHANNELIZER (SURFACE MOUNTED) EA 123.7200 494.88 0.000 0 011 PLASTIC TRAFFIC DRUMS EA 121.5000 19,926.00 124.000 15,066 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,542.0000 3,542.00 1.000 3,542 SYSTEMS 013 TEMPORARY PAVEMENT MARKER EA 3.8900 3,065.32 912.000 3,547 014 TEMPORARY TERMINAL SECTION (TYPE K) EA 7,704.1300 15,408.26 2.000 15,408 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,675.0400 5,350.08 2.000 5,350 016 TEMPORARY RAILING (TYPE K) LF 32.9600 888,601.60 26,580.000 876,076 017 TEMPORARY CAST-IN-PLACE BARRIER LF 721.0100 17,304.24 0.000 0 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,465.2600 53,583.12 5.000 22,326 019 TEMPORARY TRAFFIC SCREEN LF 14.3800 10,066.00 0.000 0 020 JOB SITE MANAGEMENT LS 63,059.8300 63,059.83 0.140 8,828.38 1.000 63,059 021 PREPARE STORM WATER POLLUTION PREVENTION LS 5,718.8300 5,718.83 0.140 800.64 1.000 5,718 PLAN 022 RAIN EVENT ACTION PLAN EA 219.2800 438.56 4.000 877 PROGRAM CAS145 PAGE 2 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2854 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 04/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/20 R.E. NAME: MRUDANG SHAH DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 337.8000 1,689.00 0.000 0 024 TEMPORARY EROSION CONTROL BLANKET SQFT 1.4100 42,168.87 0.000 0 025 MOVE-IN/MOVE-OUT EA 1,064.4800 3,193.44 0.000 0 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.5300 25,246.53 0.000 0 (BONDED FIBER MATRIX) 027 TEMPORARY COVER SQYD 26.8300 7,512.40 0.000 0 028 TEMPORARY CHECK DAM LF 26.7200 21,723.36 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 1,287.3500 2,574.70 0.000 0 030 TEMPORARY FIBER ROLL LF 9.3200 43,338.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 8,298.4100 33,193.64 0.000 0 032 STREET SWEEPING LS 84,425.0000 84,425.00 1.000 84,425 033 TEMPORARY CONCRETE WASHOUT LS 1,244.5200 1,244.52 1.000 1,244 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.6700 1,449.56 1,445.000 2,413 STRIPE (HAZARDOUS WASTE) 035 TREATED WOOD WASTE LB 0.1100 8,652.60 0.000 0 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 56,393.7000 56,393.70 1.000 56,393 037 CLEARING AND GRUBBING (LS) LS 63,695.7200 63,695.72 1.000 63,695 038 ROADWAY EXCAVATION CY 54.8100 262,101.42 2,860.000 156,756 039 STRUCTURE BACKFILL (BRIDGE) CY 975.1800 23,404.32 24.000 23,404 (F) 040 CLASS 2 AGGREGATE BASE (CY) CY 75.1900 573,850.08 6,862.000 515,953 041 HOT MIX ASPHALT (TYPE A) TON 126.3700 1,368,966.21 10,058.460 1,271,087 042 TACK COAT TON 2,197.5000 48,345.00 18.200 39,994 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3400 94,147.92 19,624.000 65,544 044 PRESTRESSING (TRANSVERSE TIE ROD) LS 296,497.4700 296,497.47 1.000 296,497 045 STRUCTURAL CONCRETE, BRIDGE CY 2,550.5200 15,303.12 6.000 15,303 (F) 046 FURNISH PRECAST PRESTRESSED CONCRETE EA 74,120.3200 370,601.60 4.900 363,189 BOX GIRDER (120'-130') 047 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 69.1200 1,725,235.20 24,814.000 1,715,143 SLAB (TYPE SIV MODIFIED) 048 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 32,467.6300 162,338.15 5.000 162,338 GIRDER 049 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 3,523.1800 422,781.60 120.000 422,781 UNIT PROGRAM CAS145 PAGE 3 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2854 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 04/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/20 R.E. NAME: MRUDANG SHAH DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 2,200.00 2,000.000 2,200 (F) 051 CONCRETE BACKFILL (PIPE TRENCH) CY 1,803.4300 9,017.15 5.000 9,017 (F) 052 18" CORRUGATED STEEL PIPE (.079" THICK) LF 86.9800 5,392.76 55.000 4,783 053 18" SLOTTED CORRUGATED STEEL PIPE LF 194.4300 129,684.81 622.000 120,935 (.168" THICK) 054 ADJUST INLET EA 4,242.8200 8,485.64 0.000 0 055 REMOVE ROADSIDE SIGN EA 148.5200 2,524.84 5.000 742 056 RESET ROADSIDE SIGN EA 297.0300 891.09 0.000 0 057 RELOCATE ROADSIDE SIGN EA 297.0300 2,079.21 4.000 1,188 058 SINGLE THRIE BEAM BARRIER LF 93.3300 9,333.00 55.000 5,133 059 END CAP (TYPE TC) EA 694.4400 16,666.56 7.000 4,861 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 0.000 0 061 REMOVE GUARDRAIL LF 10.9400 84,434.92 7,728.000 84,544 062 REMOVE PAINTED TRAFFIC STRIPE LF 0.8300 6,449.10 3,959.000 3,285 063 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 4,154.73 4,635.000 5,144 064 12" RUMBLE STRIP STA 850.0000 10,455.00 12.160 10,336 (ASPHALT CONCRETE PAVEMENT) 065 TEMPORARY LIGHTING SYSTEMS LS 331,414.4500 331,414.45 1.000 331,414 PROGRAM CAS145 PAGE 4 DATE 08/04/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2854 TIME 10:06 AM ESTIMATE NO. 004 BID OPENING 04/03/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/20 R.E. NAME: MRUDANG SHAH DATE OF THIS ESTIMATE 08/04/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,453.31 7,736,758.27 ADJUSTMENT OF COMPENSATION 0.00 -106,570.58 EXTRA WORK 0.00 186,661.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,453.31 7,816,849.50 066 MOBILIZATION LS 917,537.0800 917,537.08 1.000 917,537 ORIGINAL CONTRACT AMOUNT 9,279,790.54 TOTAL WORK COMPLETED 13,453.31 8,734,386.58 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 13,453.31 8,714,386.58 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 04/07/20 50 04/09/20 04/09/20 06/18/20 48 3 0 0 100% 100% MRUDANG SHAH RESIDENT ENGINEER PROGRAM CAS145 DATE 08/04/20