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 11/20/20 EST. NO. 006 TIME 03:26 PM R.E. NAME: MRUDANG SHAH 03-0F2844 --------------------------------------------------------------------------- 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 0005 12,628.44 E.W. @ F.A.(+) 100920 N 0006.0 0006 9,011.86 100220 N 0007.0 002 0003 15,459.69 E.W. @ L.S.(+) 072120 N 0003.2 37,099.99 TOTAL THIS ESTIMATE 23,853.89 TOTAL PREVIOUS ESTIMATE 60,953.88 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 11/20/20 EST. NO. 006 TIME 03:26 PM R.E. NAME: MRUDANG SHAH 03-0F2844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2844 TIME 03:26 PM ESTIMATE NO. 006 BID OPENING 05/01/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MRUDANG SHAH DATE OF THIS ESTIMATE 11/20/20 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-99-7.1/9.4 ----------------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR ELK GROVE FROM 0.3 MILE PO BOX 742478 IN AND NEAR ELK GROVE FROM 0.3 MILE LOS ANGELES CA 900742478 SOUTH OF DILLARD RD OC TO 0.6 MILE SOUTH OF GRANT LINE RD. FED. AID NO. N O N E BRIDGE REPLACEMENT. CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1.0100 1.01 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,712.0000 5,712.00 0.140 799.68 0.910 5,197 003 TIME-RELATED OVERHEAD (LS) LS 344,638.6800 344,638.68 0.140 48,249.42 0.910 313,621 004 TRAFFIC CONTROL SYSTEM LS 380,233.6200 380,233.62 0.140 53,232.71 0.910 346,012 005 JOB SITE MANAGEMENT LS 17,154.7700 17,154.77 0.140 2,401.67 0.910 15,610 006 MOVE-IN/MOVE-OUT EA 574.3600 574.36 0.000 0 (TEMPORARY EROSION CONTROL) 007 TEMPORARY HYDRAULIC MULCH SQYD 0.8900 1,246.00 0.000 0 (BONDED FIBER MATRIX) 008 TEMPORARY DRAINAGE INLET PROTECTION EA 649.0700 1,298.14 0.000 0 009 TEMPORARY CONSTRUCTION ENTRANCE EA 6,953.5100 13,907.02 2.000 13,907 010 STREET SWEEPING LS 23,121.8400 23,121.84 0.140 3,237.06 0.910 21,040 011 TEMPORARY CONCRETE WASHOUT LS 23,632.0000 23,632.00 0.140 3,308.48 0.910 21,505 012 STRUCTURE EXCAVATION (BRIDGE) CY 170.8400 627,837.00 3,675.000 627,837 (F) 013 STRUCTURE EXCAVATION (RETAINING WALL) CY 43.0500 140,859.60 3,272.000 140,859 (F) 014 STRUCTURE BACKFILL (BRIDGE) CY 58.6900 668,479.10 5,901.000 346,329.69 7,964.000 467,407 (F) 015 STRUCTURE BACKFILL (RETAINING WALL) CY 115.8000 707,885.40 3,362.000 389,319.60 4,247.000 491,802 (F) 016 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,141.0500 263,582.55 231.000 263,582 017 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 330.5100 460,069.92 1,392.000 460,069 (F) 018 STRUCTURAL CONCRETE, BRIDGE CY 656.4400 3,821,137.24 910.000 597,360.40 5,662.000 3,716,763 (F) 019 STRUCTURAL CONCRETE, BRIDGE CY 1,071.9500 1,037,647.60 194.000 207,958.30 194.000 207,958 (F) (POLYMER FIBER) 020 STRUCTURAL CONCRETE, RETAINING WALL CY 540.1800 1,241,873.82 266.000 143,687.88 2,285.000 1,234,311 (F) 021 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,251.6600 396,776.22 32.000 40,053.12 32.000 40,053 (F) (TYPE N) 022 STRUCTURAL CONCRETE (DEADMAN CY 3,009.1800 427,303.56 83.000 249,761.94 83.000 249,761 (F) ANCHOR) PROGRAM CAS145 PAGE 2 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2844 TIME 03:26 PM ESTIMATE NO. 006 BID OPENING 05/01/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MRUDANG SHAH DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ERECT PRECAST PRESTRESSED CONCRETE EA 24,481.1400 563,066.22 23.000 563,066 GIRDER 024 JOINT SEAL (MR 1") LF 95.0800 73,782.08 0.000 0 025 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 1,788,922.50 132,658.000 198,987.00 1,056,668.000 1,585,002 (F) 026 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 711,806.40 444,879.000 711,806 (F) 027 BAR REINFORCING STEEL LB 2.7700 43,081.81 9,091.000 25,182.07 9,091.000 25,182 (F) (DEADMAN ANCHOR) 028 MISCELLANEOUS METAL (TIE ROD) LS 246,135.2400 246,135.24 0.640 157,526.55 0.640 157,526 029 4' CHAIN LINK GATE (TYPE 7 MODIFIED) EA 1,635.0700 3,270.14 0.000 0 030 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 171.7100 128,439.08 0.000 0 (F) 031 CHAIN LINK RAILING (TYPE 7L MODIFIED) LF 233.2800 98,677.44 0.000 0 (F) 032 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 221.7900 167,673.24 0.000 0 (F) 033 2" CONDUIT (BRIDGE) LS 30,217.8100 30,217.81 0.000 0 034 3" CONDUIT (BRIDGE) LS 18,233.4100 18,233.41 0.000 0 035 LIGHTING SYSTEM (BRIDGE) LS 465,046.1500 465,046.15 0.100 46,504 PROGRAM CAS145 PAGE 3 DATE 11/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2844 TIME 03:26 PM ESTIMATE NO. 006 BID OPENING 05/01/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: MRUDANG SHAH DATE OF THIS ESTIMATE 11/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,467,395.57 11,726,390.19 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 37,099.99 60,953.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,504,495.56 11,787,344.07 036 MOBILIZATION LS 1,367,722.5700 1,367,722.57 1.000 1,367,722 ORIGINAL CONTRACT AMOUNT 16,311,045.54 TOTAL WORK COMPLETED 2,504,495.56 13,155,066.64 MATERIALS ON HAND ON SITE -39,171.00 4,343.00 DEDUCTIONS 0.00 0.00 TOTAL 2,465,324.56 13,159,409.64 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 05/18/20 135 05/26/20 05/21/20 12/08/20 125 3 0 0 80% 93% PROGRESS IS SATISFACTORY MRUDANG SHAH RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/20